Redlines_AKDOT135(2)Plans_With_Updates1.pdf

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

DOT 135(2)

AK

P

M

O c to b e r

U

S C c m y fi le s p w p r o d u c ti o n d a k 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

N

E

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

END PROJECT

416+78.93

AK DOT 135(2)

CHICKALOON BRIDGE

GLENN HIGHWAY

BEGIN PROJECT

396+00.00

AK DOT 135(2)

CHICKALOON BRIDGE

GLENN HIGHWAY

N

SCALE IN MILES

1/4 1/40 1/21/8

Drill Lake

A K S U N A T A M

R E V I R

NNELG

YAWHGIH

d a o R revi R no ol a k ci h C

R E V I

R N O O L A K C I

H C

C a r b o n C r e e k

Harrison Lake

C o a l C ree k

Glennallen

110 miles

Su tt on m ile s

T20N R5E

A.3

STATE PROJECT

NUMBER

SHEET

F e b r u a r y

U

S S u r ft

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

W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

MP

MP

D

S L

A N I N

A

END PROJECT

205+39.54

AK DOT 135(2)

CHICKALOON BRIDGE

CHICKALOON RIVER ROAD

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION I SECTION J SECTION K

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

BRIDGE

PERMANENT

TRAFFIC

CONTROL

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 15701-0000 SOIL EROSION CONTROL LPSM All ALL

A0140 15801-0000 WATERING FOR DUST CONTROL MGAL 100 100

A0160 20101-0000 CLEARING AND GRUBBING ACRE 4.5 1.5 6.0

A0180 20301-0400 REMOVAL OF BRIDGE EACH 1 1

A0200 20301-0700 REMOVAL OF DELINEATOR EACH 69 69

A0220 20301-2400 REMOVAL OF SIGN EACH 9 9

A0240 20302-1200 REMOVAL OF GUARDRAIL LNFT 1,244 6 1,250

A0260 20401-0000 ROADWAY EXCAVATION CUYD 12,758 663 579 14,000

A0280 20403-0000 UNCLASSIFIED BORROW CUYD 5,530 9,438 532 15,500

A0300 20411-0000 SELECT BORROW TON 16,611 889 17,500

A0320 20701-0800 EARTHWORK GEOTEXTILE, TYPE

II-B SQYD 1,078 22 1,100

A0340 20701-1300 EARTHWORK GEOTEXTILE, TYPE

IV-B SQYD 310 310

A0360 20801-0000 STRUCTURE EXCAVATION (BRIDGE) CUYD 125 125 Contract Quantity

A0380 25101-6000 PLACED RIPRAP, CLASS 6 CUYD 500 500

A0400 25120-2000 RIPRAP DITCH, CLASS 2 (TYPE 1) LNFT 250 5 255

A0420 25120-2000 RIPRAP DITCH, CLASS 2 (TYPE 2) LNFT 279 6 285

A0440 30302-1000 DITCH RECONDITIONING LNFT 700 As directed by CO.

A0460 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 4,935 265 5,200

A0480 40301-0000 HOT ASPHALT CONCRETE PAVEMENT TON 2,293 107 2,400

A0500 41201-0000 TACK COAT (STE-1) TON 3.5 0.5 4.0

A0520 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 546 546

A0540 55201-0800 STRUCTURAL CONCRETE, CLASS D Contract Quantity

(AE) CUYD 688 688

A0560 55202-1000 STRUCTURAL CONCRETE, CLASS D Contract Quantity

(AE), FOR APPROACH SLABS,

TYPE 1 SQYD 163 163

A0580 55220-0000 EXPANSION JOINTS LNFT 73 73

A0600 55302-2100 PRECAST, PRESTRESSED CONCRETE Contract Quantity

BULB TEE GIRDERS, 74-INCH

(WF74G) LNFT 2,060 2,060

MileStone: Final Date Completed: 02/23/15 Report Date: 02/23/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-F eb

-2

:5

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ pw

_p ro du ct io n\ d0

AK

D O

T1

(2

S um

_1

.x ls m

]S he et

STATE PROJECT

DOT 135(2) B.1AK

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

BRIDGE

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

A0620 55401-1000 REINFORCING STEEL LB 77,000 77,000 Contract Quantity

A001 A0640 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 195,000 195,000

A0660 55601-1100 BRIDGE RAILING, STEEL, TWO Contract Quantity

RAIL LNFT 761 761

A0680 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 36 36

A0700 56501-0000 DRILLED SHAFTS, 120-INCH

DIAMETER LNFT 81 81

A0720 56501-0800 DRILLED SHAFTS, 60-INCH

DIAMETER LNFT 183 183

A0740 60102-0000 CONCRETE (LIGHTWEIGHT

CONCRETE DECK WEDGE) SQYD 1,165 1,165

A0760 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A WOOD POSTS LNFT 833 41 26 900

A0780 61701-4100 GUARDRAIL SYSTEM CRG, TYPE 2,

CLASS A LNFT 26 4 30

A0800 61702-0400 TERMINAL SECTION, TYPE G4-CRT EACH 1 1

A0820 61702-0800 TERMINAL SECTION TYPE TANGENT

(50-FOOT) EACH 1 1

A0840 61702-1200 TERMINAL SECTION, TYPE LST EACH 1 1

A0860 61707-0000 STRUCTURE TRANSITION RAILING Contract Quantity

(STEEL POST) LNFT 141 141

A0880 61801-0000 CONCRETE BARRIER LNFT 370 370

A0900 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 80

A0920 62201-1000 WHEEL LOADER, 4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 60

A0940 62201-2050 ROLLER HOUR 40

A0960 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 60

A0980 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 60

A1000 62301-0000 GENERAL LABOR HOUR 40

A1020 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 2.3 0.8 3.5

A1040 62501-0000 TURF ESTABLISHMENT ACRE 3.1 0.4 3.5

A1060 63302-0000 SIGN SYSTEM SQFT 152 152

A1080 63316-1000 REMOVE AND RESET SIGN EACH 18 18

-M a r-

:2 P

M

MileStone: Amendment A001 Amendment Review Date: In Progress Report Date: 03/19/15 c:

\m yf ile s\ p w p ro d u ct io n \d

A K D

O T (2

S u m

.x ls m ]S h ee t (2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

DOT 135(2) B.2AK

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

BRIDGE

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0620 55401-1000 REINFORCING STEEL LB 77,000 77,000 Contract Quantity

A0640 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 147,000 147,000

A0660 55601-1100 BRIDGE RAILING, STEEL, TWO Contract Quantity

RAIL LNFT 761 761

A0680 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 36 36

A0700 56501-0000 DRILLED SHAFTS, 120-INCH

DIAMETER LNFT 81 81

A0720 56501-0800 DRILLED SHAFTS, 60-INCH

DIAMETER LNFT 183 183

A0740 60102-0000 CONCRETE (LIGHTWEIGHT

CONCRETE DECK WEDGE) SQYD 1,165 1,165

A0760 61701-1250 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A WOOD POSTS LNFT 833 41 26 900

A0780 61701-4100 GUARDRAIL SYSTEM CRG, TYPE 2,

CLASS A LNFT 26 4 30

A0800 61702-0400 TERMINAL SECTION, TYPE G4-CRT EACH 1 1

A0820 61702-0800 TERMINAL SECTION TYPE TANGENT

(50-FOOT) EACH 1 1

A0840 61702-1200 TERMINAL SECTION, TYPE LST EACH 1 1

A0860 61707-0000 STRUCTURE TRANSITION RAILING Contract Quantity

(STEEL POST) LNFT 141 141

A0880 61801-0000 CONCRETE BARRIER LNFT 370 370

A0900 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 80

A0920 62201-1000 WHEEL LOADER, 4 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 60

A0940 62201-2050 ROLLER HOUR 40

A0960 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 60

A0980 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 60

A1000 62301-0000 GENERAL LABOR HOUR 40

A1020 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 2.3 0.8 3.5

A1040 62501-0000 TURF ESTABLISHMENT ACRE 3.1 0.4 3.5

A1060 63302-0000 SIGN SYSTEM SQFT 152 152

A1080 63316-1000 REMOVE AND RESET SIGN EACH 18 18

-F eb -2

3:

P M

MileStone: Final Date Completed: In Progress Report Date: 02/12/15 c:

\m yf ile s\ pw

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AK

D O

T1

(2

S um

_1

.x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

DOT 135(2) B.2AK

NUMBER

SUPERSEDED

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

BRIDGE

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A1100 63401-0000 PAVEMENT MARKINGS (MMA Stop

Bar) LNFT 294 6 300

A1120 63401-0000 PAVEMENT MARKINGS (MMA Solid

Double Yellow) LNFT 5,196 104 5,300

A1140 63401-0000 PAVEMENT MARKINGS (MMA Solid

White) LNFT 5,142 58 5,200

A1160 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC AND SAFETY SUPERVISOR LPSM All ALL

A1180 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 100 100

A1200 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 2 2

A1220 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 1,250 1,250

A1240 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 139 139

A1260 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 8,740 8,740

A1280 63704-0000 VEHICLE EACH 2

-F eb -2

3:

P M

MileStone: Final Date Completed: In Progress Report Date: 02/12/15 c:

\m yf ile s\ pw

_p ro du ct io n\ d0

AK

D O

T1

(2

S um

_1

.x ls m

]S he et

3) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

DOT 135(2) B.3AK

QUANTITIES

TYPICAL SECTION

TABULATION OF

FOOTNOTE:

Includes quantities for pullouts and trails.

C.1

STATE PROJECT

A 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 c a .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

Revision!

Typical Section for existing contaminated fuel spill located from BOP to Station 400+00. No excavation was conducted along this section of the project and fill materials was tapered down in section thickness to accommodate. Only excavation conducted in this area was to wedge into existing roadway aggregate to make room for new asphalt section.

V aries

No Excavation Zone

Varies

TYPICAL CROSS SECTION

SAFETY EDGE DETAIL

Second lift of asphalt

First lift of asphalt

Aggregate base course

Red top in survey notes

Point available to cover safety edge

Pull aggregate base

30°

Tack coat (between pavement lifts)

Variable

GUARDRAIL DETAIL

3.5'Varies

Shldr.

g r a v e l s h o u ld e r

E d g e o f

Second lift of asphalt

First lift of asphalt

GLENN HIGHWAY

1:4 1:4

LC

Profile grade

See Safety Edge Detail

Shldr.LaneShldr. Lane

1' 4'

Tack coat (between pavement lifts)

6" compacted depth, placed in two equal lifts

Hot Asphalt Concrete Pavement

6" compacted depth

Roadway Aggregate, Method 2

C le a r in g l im it

Variable

Turf establishment limits R/W

Variable

C le a r in g l im it

R/W

Varies

Varies 6" to 36" compacted depth

Select Borrow

Varies 12' 12' sti mil tn emhs ilb ats e fr uT

GLENN HIGHWAY

(Includes Future 4" Overlay)

Pivot Point - Bridge

Profile Grade &

Lane

12'

Lane

12'2' 2'

Sh.Sh.

2'2'

7'

Glenn Hwy

Roadway (Striping)LC

1.5" compacted depth

Hot Asphalt Concrete Pavement

Pivot Point - Highway

Profile Grade &

LC

Method 2, 12" compacted depth

Roadway Aggregate, varies varies

See Sheet H.7

Concrete Barrier

Unclassified Borrow

C.2

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 c b .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

1' - 4'

404+07.84 to 407+57.84

SlopeSlope 4 4

FOOTNOTE:

See Staking Report for cross slopes.

distance proportionally.

height dimension and reduce the front slope rounding

For cut heights less than "B" reduce "B" to the cut

Centerline is point of rotation for superelevation.

Construct slopes as shown in the Staking Report.

1:4

Riprap, Class 2

Type II-B

Earthwork Geotextile, 1:3

1'

Varies

Top of Select Borrow

RIPRAP DITCH, CLASS 2 (TYPE 2) DETAIL

414+00 to 416+78.93 (LT)

V ariable

396+00 to 416+78.93

Wedge Elevations

Concrete

See J.18 for

ROUNDING DETAIL

CUT SLOPE

D

C le a r in g l im it

0.25 D

Slope stake

Existing ground

5'-0" 5'-0"

Variable

S lo p e s ta k e

D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'-0' 5'-0"

0.25 D

Existing ground

10'-0'

B = 10'-0'

201+44 to 203+15 (LT)

TYPICAL SECTION

SAFETY EDGE DETAIL

Second lift of asphalt

First lift of asphalt

Aggregate base course

Red top in survey notes

Point available to cover safety edge

Pull aggregate base

CHICKALOON RIVER ROAD

NO SCALE

1:4 1:4

LC

Profile grade

See Safety Edge Detail

LaneLane

2'2' 12' 12'

30°

Tack Coat (between pavement lifts)

Tack coat (between pavement lifts)

4" compacted depth, placed in two equal lifts

Hot Asphalt Concrete Pavement

8" compacted depth

Roadway Aggregate, Method 2

C le a r in g l im it

Va ria ble

Tu rf es tab lis hmen t l im its

R/W

C le a r in g l im it

Variable

Turf establishment limits

R/W

Varies Varies

ShoulderShoulder

Select Borrow 12" compacted depth variesvaries

Unclassified Borrow

Variable 1:4

1'

3'

Riprap, Class 2

Type II-B

Earthwork Geotextile, RIPRAP DITCH, CLASS 2 (TYPE 1) DETAIL

C.3

STATE PROJECT

NUMBER

SHEET

AK DOT 135(2)

a k c c .d g n

I n t_ ft

D

D

S L

A N I N

A C h e c k e d b y

W

W I T

U C

K I

D e s ig n e d b y

Slope

Slope

201+50 to 204+00 (LT)

200+00 to 205+39.54

FOOTNOTE:

See Staking Report for cross slopes.

proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "B" reduce "B" to the cut height

Centerline is point of rotation for superelevation.

Construct slopes as shown in the Staking Report.

ROUNDING DETAIL

CUT SLOPE

D

C le a r in g l im it

0.25 D

Slope stake

Existing ground

5'-0" 5'-0"

B = 10'-0'

Variable

S lo p e s ta k e

D

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

5'-0' 5'-0"

0.25 D

10'-0'

Steel Posts

(LNFT)

52550 408+96.7

408+07.2

PLAN AND PROFILE

TABULATION OF

1. See Sheet E.1 for approach road quantities.

FOOTNOTE:

NOTE:

D.1

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 fa .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y areas.

Based on conserved topsoil depth of 4 inches in excavation

Based on 75% of roadway excavation being suitable.

Includes conserved topsoil.

880 88

960 9

N

D

L= 128.98'

T= 65.27'

R= 340.00'

L= 76.42'

T= 38.37'

R= 340.00'

D

CP

13192

CP

13193

CP

13194

Profile grade

Existing ground

Line to be constructed

BEGIN PROJECT

396+00.00

CHICKALOON BRIDGE

GLENN HIGHWAY

El=844.07

E=168818.35

N=222343.13

C h ic k a lo o n R iv e r

R o a d

D

R= 600.00'

T= 243.80'

L= 463.14'

Guardrail, LT

Guardrail, RT

Existing 1.3%

Future alignment

C

T

E

C

E

T Terminal section type tangent

Terminal section type CRT

Tie into existing guardrail

B Structure transition railing

B

B

B

D

R= 1,060.00'

T= 187.35'

L= 370.87'

P C

.3

P T

.8

P C

.9

P T

.5

P C

C

.5

PO

T

6+ .0

0 PC

6+

.4

See Sheet E.2 for Guardrail Details this side

8,649

NOTE:

have been inserted directly into the plans using a common coordinate system.

1. The ROW lines shown have been developed for this project by ADOT&PF and

404+07.74 407+57.74

S e e S h e e t E .2

Pullout 408+50

See Sheet E.4

Trail B

See Sheet E.3

Trail A

See Sheet E.3 e= 0.05

(See Sheet J.1)

Top of bridge deck

R = 29' e= 0.04 e= 0.04 e= 0.05

Existing Roadway Saw cut pavement pavement structure

See sheet C.2 for

PAVEMENT TRANSITION

BEGINNING AND ENDING

(No Scale)

396+00 to 404+04

Remove guardrail

CUYD

EXC.

CUYD

EMB.

410+00407+50405+00402+50400+00397+50395+00

840 840

845 845

850 850

855 855

860 860

865 865

870 870

875 875

D.2

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 fb .d g n

D

S L

A N I

W

W it u c k i

C h e c k e d b y

D e s ig n e d b y

Pullout 397+00

See Sheet E.4

1,098

6,165

R = 150'

R = 8.5'

(guardrail)

See Sheets J.1 - J.35

Construct Chickaloon Bridge

Remove delineators, Remove guardrail

403+85 to 404+20

Remove delineators, Remove guardrail

406+71 to 408+04

Remove delineators, Remove guardrail

406+85 to 408+33

Remove delineators

402+10 to 404+04

.0

+1.3000

.4

.1

260' VC

+3.1

350' VC

.4

+1.3213 % 8

.1

605' VC

6.

N

D

R= 600.00' T= 184.15' L= 357.35'

CP

13195

P C

C

.8

P T

.1

P O

T

.9

See Sheet E.3

Trail C e= 0.052

CUYD

EXC.

CUYD

EMB.

417+50415+00412+50410+00

D.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 fc .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

6.

200' VC

.8

7.

.2

Existing ground

Existing ground

Profile grade

Profile grade

416+78.93

AK DOT 135(2)

CHICKALOON BRIDGE

GLENN HIGHWAY

END PROJECT

Ex is ti ng .0

Future Alignment

El=931.22

E=169821.06

N=224000.78 constructed

Line to be

5,965

4,473

See Sheet C.2 class 2 (type 2)

Construct riprap ditch, 414+00 to 416+78.93

GPK FILE DATED Sepember 2013

PROJECT COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

13190 221865.638 167885.612 830.759 61°46'56.197421" N 148°27'41.739143" W 890.447 0.9999387 5/8"IR W/FHWA ALUM CAP

13191 222195.403 168488.792 839.092 61°46'59.302593" N 148°27'29.038939" W 898.828 0.99993866 5/8"IR W/FHWA ALUM CAP

13192 222408.985 168980.613 844.818 61°47'01.289915" N 148°27'18.710236" W 904.589 0.99993869 5/8"IR W/FHWA ALUM CAP

13193 222779.402 169207.360 848.398 61°47'04.882812" N 148°27'13.813757" W 908.195 0.99993865 5/8"IR W/FHWA ALUM CAP

13194 223286.522 169274.385 863.474 61°47'09.858605" N 148°27'12.169683" W 923.29 0.99993797 5/8"IR W/FHWA ALUM CAP

13195 223808.562 169477.071 902.139 61°47'14.949461" N 148°27'07.697757" W 961.984 0.99993625 5/8"IR W/FHWA ALUM CAP

13196 224066.942 169905.216 938.517 61°47'17.392224" N 148°26'58.668807" W 998.396 0.99993478 5/8"IR W/FHWA ALUM CAP

13197 224280.737 170420.223 983.747 61°47'19.375547" N 148°26'47.855735" W 1043.6647 0.99993293 5/8"IR W/FHWA ALUM CAP

Note:

PROJECT :Glenn Highway Chickaloon Bridge DATE OF FIELD WORK :Summer 2013 DATE OF FINAL ADJUSTMENT : september 2013

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM :This project is located entirely within the MV-1 adjustment, a local surface grid coordinate system developed by the Alaska Department of Transportation in 2002

To convert the local coordinates to NAD83(CORS) State Plane U.S. Survey Foot coordinates, translate using +2,624,893.36529 N, +1,738,991.40294 E, and scale using 0.9999202167

STATE PROJECT

DOT 135(2) D.4AK

C

M yF ile s\

Pr oj ec ts

\A la sk a\

G le n_ H ig hw ay \C on tr ol \C on tr ol _S he et s\

PW

\N ew

3-

Fe b-

:1

A M

W

FL

H D

_S ur ve y

D av ie s

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

SHEET

Basis of Coordinates:

The Basis of Coordinates is NGS Station PURIN, located near Milepost 91 of the Glenn Highway. Said station has MV-1 coordinates of 231,730.0664 N, 232,079.1864 E.

Basis of Bearings:

The Basis of Bearings is a local plane bearing between NGS Station PURIN and NGS Station PAQB. NGS Station PAQB bears S 64º53’54”W a distance of 189,974.66 U.S. Survey Feet from NGS Station PURIN.

NGS Station PAQB has MV-1 coordinates of 151,137.6479 N, 60,046.5335 E

Basis of Vertical Control:

The Basis of Vertical Control is NAVD88 as determined by a series of level loops performed by DOT

900 222696.58 169176.59 853.50 #5 Rebar with Plastic Cap

Disturbed Disturbed sean.jackson Text Box Steel Posts

APPROACH ROAD

TABULATION OF

FOOTNOTE:

E.1

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 g a .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y areas.

Based on conserved topsoil depth of 4 inches in excavation

Based on 75% of roadway excavation being suitable.

Includes conserved topsoil.

Quantities include pullouts and trails.

201+44 - 203+15 130 FT Long

N

Profile grade

Line to be constructed

Existing ground

Chickaloon River Road

CP

13193

BEGIN PROJECT

END PROJECT

205+39.54

AK DOT 135(2)

CHICKALOON RIVER ROAD

El=843.55

E=168741.76

N=223234.82

El=861.64

E=169174.39

N=222904.12

Future alignment

D

R= 450.00'

T= 195.53'

L= 368.90'

D

R= 80.00'

T= 24.50'

L= 47.55'

P T

.2

P C

.6

P C

.6

LB

Guardrail , Rt

L Terminal section type LST

B Structure transition railing

205+00

200+00.00 = 403+47.87

AK DOT 135(2)

CHICKALOON RIVER ROAD

See Sheet C.3 class 2 (type 1)

Construct riprap ditch, 201+50 to 204+00

9,637

CUYD

EXC.

CUYD

EMB.

202+50200+00197+00

830 830

835 835

840 840

845 845

850 850

855 855

860 860

865 865

870 870

E.2

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 g b .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

R = 29'

R = 150' e=0.058 e=0.0055

Pullout 202+00

See Sheet E.5

.4

100' VC8

.5

.1

.6

+3.2

-4.9999%

250' VC

.5

+0.1167%

.7

-2.0000%

Existing ground

Existing ground

Profile grade

Profile grade

Profile grade

N

N N

CUYD

EXC.

CUYD

EMB.

10+00 10+00

860 880

865 885

870 890

875 895

880 900

885 905

890 910

895 915

900 920

10+00

TRAIL A TRAIL B TRAIL C

CL

CL

CL

Match pullout edge of aggregate of shoulder

Match mainline edge of shoulder

Match mainline edge

= 10+00 Trail A

Off: 408.28 RT

Sta: 409+18.74

P C .7 2 P

T

.2

.9

4.5'4.5'

4.5'4.5'

TRAIL A TRAIL B TRAIL C

TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION

4.5'4.5'

6" compacted depth

Roadway Aggregate 6" compacted depth

Roadway Aggregate

6" compacted depth

Roadway Aggregate

= 10+00 Trail B

Off: 14.12 LT

Sta: 409+11.71

= 10+00 Trail C

Off: 14+00 LT

Sta: 414+31.50

P T

.2

PC 10+01.38

.2

.8

10' R

20' R

Gle nn

Hig hway

G le n n H ig h w a y

G le n n H ig h w a y

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 g c .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

1:6 1:6

1:51:4

1:5

1:1.5

(See sheet E.4)

Pullout 408 +50

.3

-1 .1

.6

.6

-1 .2

.2

.1

-1 .7

-1 .7

.2

.7

PULLOUT PLANS

N N

PULLOUT 397+00

(396+00 to 397+85)

PULLOUT 408+50

(408+00 to 409+45)

Line to be constructed

Edge of paved shoulder

G le n n H ig h w a y

El: 878.47

Off: 23.97 RT

Sta:409+45.44

El: 877.81

Off: 30.39 RT

Sta: 409+37.85

El: 874.64

Off: 107.93 RT

Sta: 409+36.63

El: 873.95

Off: 108.18 RT

Sta: 409+23.75

El: 873.40

Off: 108.39 RT

Sta: 409+13.20

El:868.42

Off: 110.46 RT

Sta: 408+08.99 El: 871.46

Off: 33.08 RT

Sta: 408+07.85

El: 871.38

Off: 26.81 RT

Sta: 407+99.90

1:20

1:2

A

A

SECTION A-A

C L

E.4

STATE PROJECT

NUMBER

SHEET

AK DOT 135(2)

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 g d .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

Match roadway slope

36" compacted depth

Select Borrow

12" compacted depth

Roadway Aggregate, Method 2

A

A

El: 877.84

Off: 27.93 RT

Sta. 409+36.63

El: 871.62

Off: 30.46 RT

Sta: 408+08.99

El: 871.62

Off: 20.61 RT

Sta: 407+96.49

El: 878.90

Off: 17.69 RT

Sta. 409+48.73

G le n n H ig h w ay

Edge of paved shoulder

Line to be constructed matc h e xis tin g

Fe ath er gra ve l to

SECTION A-A

1:2

L C

12" compacted depth

Roadway Aggregate, Method 2

6" compacted depth

Select Borrow roadway slope

Match to b a c k o f r a il

F e a th e r g r a v e l

El: 844.86 Off: 39.46 RT Sta: 396+50.18

El: 843.49 Off: 28.89 RT Sta: 396+00.00

El: 844.28 Off: 35.71 RT Sta: 396+31.40

El: 845.66 Off: 41.34 RT Sta: 396+73.40

El: 846.65 Off: 38.77 RT Sta: 397+02.58

El: 847.84 Off: 26.58 RT Sta: 397+50.00

El: 848.21 Off: 17.57 RT Sta: 397+85.00

80'

3.5' (typ.)

PULLOUT PLANS

Line to be constructed

Edge of paved shoulder

Edge of gravel pullout

PULLOUT 202+00

(201+54 to 203+09)

C h ick a lo o n R iv e r R o a d

El: 850.60

Off: 18.89 RT

Sta: 203+09.00

El: 850.78

Off: 38.09 RT

Sta: 202+97.73

El: 849.07

Off: 50.20 RT

Sta: 202+93.27

El: 854.61

Off: 50.20 RT

Sta: 202+10.30

E.5

STATE PROJECT

NUMBER

SHEET

AK DOT 135(2)

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 g e .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

A

A

1:2

1:3

L C

2%

Select borrow 12" compacted depth

Unclassified borrow

SECTION A-A 12" compacted depth

Roadway aggregate, method 2

El: 857.3763

Off: 25.52 RT

Sta: 201+58.43

.2

El: 855.47

Off: 41.11 RT

Sta: 201+93.23

EROSION CONTROL

TABULATION OF

F.1

STATE PROJECT

NUMBER

SHEET

AK DOT 135(2)

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 d a .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

940 94

880 880

N

C h ic k a lo o n R iv e r

R o a d

N

Install silt fence

NOTE:

C h ic ka lo on R iv er

BEGIN PROJECT

CONTROL PLAN

EROSION AND SEDIMENT

M atanuska R iver

Area of disturbance

LEGEND:

Silt fence

Surface flow direction

F.2

STATE PROJECT

NUMBER

SHEET

AK DOT 135(2)

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 d b .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

El=844.07

E=168818.35

N=222343.13

El=931.22

E=169821.06

N=224000.78

396+00.00

GLENN HIGHWAY

Sediment Wattle

3. See Sheet F.5 for Sediment Wattle Detail

2. See Sheet F.4 for Silt Fence Detail.

field as approved by the CO.

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

END PROJECT

416+78.93

900 900

1000 10

N

C h ick a lo o n R iv e r

CONTROL PLAN

EROSION AND SEDIMENT

Chick aloon

Rive r

M a ta n u s k a R iv e r

F.3

STATE PROJECT

NUMBER

SHEET

AK DOT 135(2)

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 d c .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

Area of disturbance

LEGEND:

Silt fence

Surface flow direction

NOTE:

Sediment Wattle

3. See Sheet F.5 for Sediment Wattle Detail

2. See Sheet F.4 for Silt Fence Detail.

field as approved by the CO.

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

405 2

405 2

C h ickaloon

R iver R oad

Install silt fence

El=843.55

E=168741.76

N=223234.82

El=861.64

E=169174.39

N=222904.12

BEGIN PROJECT

200+00.00 = 403+47.87

CHICKALOON RIVER ROAD

END PROJECT

205+39.54

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

157-1

SILT FENCE

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

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

m in m in m in min.

4"

6" min. trench

O c to b e r

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

STATE PROJECT

NUMBER

SHEET

F.4AK DOT 135(2)

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

fo s p a c in g

S e e n o te

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

4.

3.

2.

1.

Fi ll slo pe around the end of the silt fence prevent water from flowing

Provide sufficient length to

Flow

Flow

T o e o f s lo p e

Flow

Limits of clearing

Flow

Support mesh

Backfilled and compacted soil

Steel or wood post

PLAN

ELEVATION

See Note 4 for spacing the ends.

silt fence upgrade to prevent water from running around

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

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

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed when specified on Erosion Control Plan.

Use drainage ditch installation for low flow conditions only

(undisturbed)

Geotextile

DETAIL APPROVED FOR USE 9/2007

REVISED:

Drive stakes at each end and at 4' spacing

(ft)

(ft)

3' min.

3' min. or t o m in

M in

SEDIMENT WATTLE

W157-20

3" to 5" Excavate trench 2"

1" x 1" Wood stake

NUMBER

SHEET

STATE

F.5

PROJECT

DOT 135(2)AK

A p r il

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

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NOTE:

NO SCALE

Flow direction to end, without overlapping the ends

Abut adjacent wattles tightly, end

Install wattles snugly into trench.

water from flowing around the wattle

Provide sufficient length to prevent soil to ground level

Backfilled and compacted

Fl ow conditions.

Use drainage ditch installation only in low flow permanent installations.

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

T o e o f fi ll s lo p e

Existing ground

Slope

Sediment wattle

Stagger joints (typ.)

Sediment wattle

Existing ground (typ.)

Step 2: Backfill soil against wattles

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow for each wattle

Stakes requiredWattle length

PLAN

Spacing Slope

WATTLE SPACING

STAKES REQUIRED

and install wattles

Step 1: Excavate trench disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

Direction of runof f from distur bed area s

2.

1.

along contours.

Install wattles

PROPERLY STAKED AND ENTRENCHED WATTLE

WATTLE STAKING DETAIL

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

sp ac in g ch ar t

S ee w at tl e

Stake and entrench wattle larger than wattle

"2 1than

" plain round washer.4

S e e N o te ty p

(t yp

6"

(t yp

6" (typ.)

8"

(typ.)

8" ty p

STANDARD APPROVED FOR USE 1/1994

DRAFT: 10/2013

REVISED: 4/1994 6/2005

617-10

WOOD POSTS

G4 W-BEAM GUARDRAIL

See Special Contract Requirements when 7'-0" or longer posts

Standards 617-13 or 617-24.

" splice bolt slot.8 1" x 132

" post bolt slot at 6'-3"2 1" x 24

"4

"16 1"16

" x 18"8

" RECESS NUT8

5" GUARDRAIL BOLT8

"4

25"

18"

10"

2"

" minimum8

" minimum4

4" minimum

4" minimum

4" minimum

6'-0"

6'-0"

Post spacing 6'-3"

" x 18" guardrail post bolt8

" guardrail splice 4 1" x 18 ty p

" dia. hole4

" recess nut8

" deep16 11" dia. x

8"8"

"32

"16

"16

"16

"4 14 "4

142"

See Note 2

2'-0" (typ.)

"8

"16

"32

2"

3"

"4

" deep4 1" high and 2

" dia. holes (typ.)4 t o e d g e

"4

"16

"16

" R16

" R16 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 q a .d g n

STATE PROJECT

NUMBER

SHEET

H.1AK DOT 135(2)

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

NO SCALE

on terminal sections

All posts except those nut by more extend beyond

Thread not to

5.

4.

3.

2.

1.

recess both sides o r g r o u n d l in e o f p a v e m e n t

W BEAM RAIL

SECTION A-A

RAIL ELEVATION

spacing, center to center about

Symmetrical

A

A

Splice bolt slots

Thickness

Sheet

8 required, each end of rail

CL

slots

Splice bolt

Neutral axis

When encountering impenetrable material, see including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be

Alternate reflector tab shapes are acceptable.

Install reflector tab between post bolt and rail, every fourth post.

arrangement is specified.

See Special Contract Requirements when the alternative hole are specified.

Post and block bolts and nuts (8 per splice)

Lap in direction of traffic

Post length stamp future overlays to accommodate raising guardrail

Upper 2 holes for

L

L Thread Length

POST BOLT ASSEMBLY

POST AND BLOCK DETAIL

STANDARD HOLE ARRANGEMENT

GUARDRAIL BOLT AND RECESS NUT

POST AND BLOCK DETAIL

ALTERNATE HOLE ARRANGEMENT

TYPICAL GUARDRAIL CROSS SECTIONSTANDARD POST SECTION

POST SPACING

(See Note 4)

REFLECTOR TAB

1:10 or flatter slope groundline at face of rail

Edge of pavement or rail as applicable ground line at face of

Edge of pavement or guardrail bolt

W beam rail placed front and rear

Reflective sheeting nail on each side of block

Toenail with one 16d galvanized

Traffic Hinge line of foreslope steeper than fill slope

Variable slope but not terminal sections approach and departure

Widening required for

Subgrade shoulder.

shown on typical section sheet

Aggregate base or as fill slope

Variable

"8 3 "8

ASSEMBLY DETAILS

MELT, LST & CRT ANCHORAGE

G4 W-BEAM GUARDRAIL

617-15

" dia. hole8

" x 1" slotted hole4

" dia. hole8 1with 1

" end plate4 3" x 3" x 28

R "8

2"

1" H.S. hex nut

8"

" 6"

3"

3"

3"

" thick plate4

" bent plate16 3" x 8

516" x 12

" thickness8

" thick plate8

9"6"9"

2'-0"

"8

2'-6"

1" R

"8

"8

"8

2"4"4"4"2"

16"

"2 18 3""4

14"4

8"

4"

3"

"2 11 "16

"4

"8

"32 31" dia. x 7 min.

2"

"8

4"4"2"

"2

"4

"2

"4

"4 3" x 24

3 "16 3TS 8" x 6" x

" dia. hole4

" hex head bolt8 5" x 18

" dia. holes4

" post bolt2 1" x 24

" dia. holes4

" dia. holes4

" dia. holes (typ.)4

1" x 3" slots 1" dia. holes (typ.)

" dia. hole8

" dia. hole2

") galvanized cable to be4 3" x 4

1" dia. (4

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DOT 135(2)AK

STATE

H.2

PROJECT

a k q b .d g n

U

S C u s to m a r y

STANDARD APPROVED FOR USE 1/1994

DRAFT: 3/2007

REVISED: 4/1994 6/2005

FRONT SIDE

Neutral axis

W Beam rail element

Neutral axis

2.5°

35°

PLAN

ELEVATION

FRONT

SIDE

ANCHOR PLATE DETAILS FOR LST ANCHORAGE ASSEMBLY

TERMINAL POST

TERMINAL CONNECTOR

STEEL TUBE ANCHOR POST SLEEVE

BEARING PLATE

GUARDRAIL ANCHOR PLATE

(2 REQUIRED)

SOIL PLATE

the post of anchorage assembly)

(Use to attach the section to

RECTANGULAR PLATE WASHER

(Standard swaged fitting and stud)

CABLE ASSEMBLY

NOTE:

1.

including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be Anchor plate

Stud

Standard swaged fitting length

Stud threaded entire

(optional)

25.5° bend

S4S slotted hole post only on end and steel washer swage connected (AASHTO M-30, type II) but acceptable) slot (not required

ASTM A500 grade B axis of rail, 8 required on front face of neutral and nut with steel washer

STANDARD APPROVED FOR USE 6/2005

DRAFT: 12/2014

REVISED:

617-14

TYPE LST, WOOD POSTS

LOW SPEED TERMINAL

G4 W-BEAM GUARDRAIL

in 25' or more.

shop-formed to a 16' radius

One 12'-6" beam rail section of 45 MPH.

1" H.S. hex nut

" x 10" hex bolt and 8 ty p

4 " max.

" nom.2

4"

1" dia. hole8

6' -3 m in lim it

25' Pa y

"4

"4

O ff s e t

"2 17"2

18"4

24" (approx.)

R"4

3" (min.)

"16 31" x 1

6'-3"

16"12" ty p

" x 8" hex bolt and8 52 -

1" H.S. hex nut

" x 18" guardrail bolt and recess 8

See Standard 617-15 for other details.

See Standard 617-10 for details.

STATE PROJECT

NUMBER

SHEET

H.3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

D e c e m b e r

U m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d g n

DOT 135(2)AK

NOTE:

NO SCALE

Standard post section

Pay limits, guardrail, system G4

30°

5.

4.

3.

2.

1.

FRONT RIGHT SIDE

Post sleeve plate to prevent rotation galvanized nails bent over

Two 16d common and steel washer

Bearing plate Bearing plate

Ground line nut with 2 washers each

Steel tube anchor

Steel tube anchor

Cable assembly

ROUNDED END SECTION

IN-LINE ANCHORAGE ASSEMBLY

PLAN

PLAN

ELEVATION

ELEVATION

POST #3 ASSEMBLY

DETAIL A

and steel washer cable assembly

Galvanized tube connection plate and steel option for soil

Welded connection tube connection plate and steel option for soil

Welded connection

4 3

Terminal post

In-line Anchorage Assembly

Length of Need

Direction of traffic

End post

Slope break rail end section

Rounded W beam

TSL epyt noitces lanimreT

Normal line of guardrail normal shoulder

Transition back to

Do not use LST terminal where speeds are in excess gnicaps tsop lacipyT slots

See Detail A washer under the nut at Posts #3 & 4 under the bolt head and a steel nut with a rectangular plate washer

Steel tube anchor

Bearing plate Anchor plate

Terminal post

Ground line

Soil plate nut with 2 washers each

Soil plate

1V:4H slope or flatter steeper slope

Transition to

Posts 1, 2 and 5 are standard guardrail posts.

unless otherwise shown on plan.

Use offset from face of rail to slope break as shown in-line anchorage assembly and posts 1-5.

Pay limits for terminal section type LST include the

See Special Contract Requirements when 7 foot

Standard 617-10 for block details.

See Standard 617-22 for terminal section, Type CRT

STANDARD APPROVED FOR USE 1/1994

DRAFT: 4/2014

REVISED: 4/1994 6/2005

617-21

WOOD POSTS

CRG W-BEAM GUARDRAIL

" dia. holes2

" dia. hole4

" dia. x 10" guardrail8

4"

8"

2'-0" (typ.)

2'

8' -6

8'-6" radius

17'-0"

8'-6"

35'-0"

25'-6"

(ft) (ft)

@ 6'-3" spacing with no rail washers

25' (min.) from PC to end of terminal using 6'-0" posts

A p r il

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

STATE PROJECT

NUMBER

SHEET

H.4AK DOT 135(2)

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

NO SCALE

5.

4.

3.

2.

1.

and PT, plus the post with block at Post #7. See

CRT posts include those posts between the terminal or longer posts are specified.

and accepted manufacturing practices.

functioning of the part, including its appearance, intended to be those consistent with the proper

Dimensional tolerances not shown or implied are between Posts 7 and 8.

Post 8, add a standard post and block midway

If the CRG will be connected to transition rail at terminal on all other roadway approaches.

approaches. Use the appropriate TL-2 or TL-3 driveways, service roads, and low speed minor road details. The use of the CRT terminal is limited to

CRT POST DETAIL

TYPICAL GUARDRAIL CROSS SECTION

WITH CRT POSTS

GUARDRAIL SYSTEM CRG

See Note 1

POSTS #3 - #7

PLAN

Secondary Roadway or Driveway

ELEVATION

M a in li n e R o a d w a y

105°

90°

75°

105°

90°

75°

90°-105°

75°-90°

90°-105°

75°-90°

ANGLE

RADIUS

(See Note 1)

CRT POSTS

NUMBER OF

PC AND PT

BETWEEN

CURVATURE

POSTS ALONG

NUMBER OF

L W

FIXED OBJECTS

AREA FREE OF

to W-beam for

Do not bolt post

PC

PT

1:10 or flatter

1:2 to 1:6

Variable fill slope s e c ti o n o r c o n n e c ti o n t o s tr u c tu r e

G W B e a m g u a r d r a il s ta n d a r d p o s t

CRT posts

Guardrail system CRG Terminal section

See Note 4

See Note 1.

CRT post with blockout

Ra di us

(m in

5 4 3 2 1

Edge of pavement or ground line at face of rail as applicable

5 4 3 2 1

See Notes 3 & 4

Terminal Section

Pay Limits

Pay Limits Guardrail System CRG bolt (no rail washer)

See Note 2 on typical section sheet

Aggregate base or as shown of foreslope

Hinge line steeper than fill slope

Variable slope but not departure terminal sections required for approach and

Subgrade shoulder. Widening

Hinge line of foreslope

(See table)

W

S e e t a b le

L

15°

15° groundline at face of rail

Edge of pavement or

STANDARD APPROVED FOR USE 1/1994

DRAFT: 2/2014

REVISED: 4/1994 6/2005

617-22

TYPE CRT, WOOD POSTS

CABLE RELEASING TERMINAL

G4 W-BEAM GUARDRAIL

See Standards 617-15 and 617-21 for other details.

1" H.S. hex nut

" dia. hole8

" splice bolt slot8 1" x 116

" x 4" x 12"4

10" OD schedule

R

" dia.16 1steel plate with 1 1" x 4" stud

"4 1" x 2

1" x 22 1Tack weld 2

" x 8"4 1" x 2

1" x 22

" dia. (6x19) x 9'-0"4

" x 2" guardrail bolt8

1" dia. nut

" dia. hole4

"4 1" x 2

1" x 22 1W beam w/ 2

1" hex nut

" cable clips4

" hex bolt and8 7" x 98

"2

6'-3"6'-3"

" x 10" hex bolt and 8

2 1

16"12" 18"

1" hex bolt and nut

" x 8" hex8

2" "2 18 "2

4" ty p

4 " max.

" nom.2 eight 1" dia. hex bolts and

A p r il

U m y fi le s p w p r o d u c ti o n d a k q e .d g n

STATE PROJECT

NUMBER

SHEET

H.5AK DOT 135(2)

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

NO SCALE

ANCHORAGE ASSEMBLY

DETAIL A

DETAIL B

DETAIL C

BUFFERED END SECTION

PLAN

ELEVATION

ELEVATION

PLAN

Attach terminal connector

45°

45°

2.

1.

FRONT RIGHT SIDE

including its appearance, and accepted manufacturing practices.

to be those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended

Terminal post

Steel tube anchor

Terminal post

See Detail A

(adjust to fit)

Buffered End Section galvanized structural tube threaded full lengthhole to tubular steel steel plate cable with one swaged end Terminal connector

Attach W beam to pipe with and recess nut with no washer

Do not connect to post

(6 required)

30°

13°

13° anchor

Steel tube

Soil plate (typ.)

Terminal post (typ.)

See Detail B

See Note 1

CRT Post

Ground line

Post sleeve

Cable assembly plate to prevent rotation galvanized nails bent over

Two 16d common and steel washer

Bearing plate Bearing plate

Ground line nut with 2 washers each Steel tube anchor

Steel tube anchor nut with 2 washers each

2 washers each bolt & nut with

Guardrail System CRG Pay limits

Post sleeve

Bearing plate and washer

See Detail C

40 galvanized steel pipe steel plate washer and nuts with 2 washers each

Anchor plate with anchor bracket and

10'

NOTE:

the standard post section.

face of the last two post blocks in

Tangent line projected from the

3.

2.

1.

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 that terminal meets appropriate test level for the project.

requirements per manufacturer's recommendations. Ensure

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

Details shown are to be used as a general guide since according to manufacturer's recommendations

Install a reflectorized object marker

ELEVATION

PLAN

TYPE TANGENT TERMINAL

G4 W-BEAM GUARDRAIL

Pave to face of rail

(min.)

50'

Pay limits terminal section type tangent

Guardrail system G4

Pay limits paved shoulder

Edge of widened embankment

Edge of widened

V

H o r f la tt e r s h o u ld e r s lo p e

H.6

STATE PROJECT

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 q f.

d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b

ANCHORS

CONCRETE BARRIER RAIL

Non-traffic sideTraffic side

(see Detail)

Attachment "A"

(see Detail)

Attachment "B"

END VIEW

PLAN VIEW

TYPE 3 ANCHOR

ATTACHMENT "A" DETAIL ATTACHMENT "B" DETAIL

4"

8"

3"

3"

"2

4"

8"

" Ø16

55°

"2

(typ.)

"4 31"4

NOTE:

2' 2'location (typ.)

Attachment

NO SCALE

" Ø Hole16

Type 3 Anchor:

"2 1" x 58

33" x

Type 3 Anchor:

"8 3Type 3:

" min. embedment2

" Expansion bolt with4

Type 3 Anchor:

" L x 8"8 33" x 3" x

Type 3 Anchor:

" Ø Hole16

Type 3 Anchor:

pavement

6.

5.

4.

3.

2.

1.

Drilling into the bridge deck is not permitted.

Pinning holes may be drilled or cast into the concrete wedge.

the barrier and roadway surfaces.

Use shims to properly fit the type 3 anchors to avoid the main reinforcing when placed on bridge deck.

Adjust the location of the type 3 anchors to or better for pins and attachment angles.

Use galvanized steel conforming to AASHTO M 270 Grade 36 steel pipe. Do not drill the pinning holes.

Cast the pinning holes into the C.B.R. using 2-inch I.D.

(C.B.R.) when deflection of the system needs to be limited.

Use these anchors with standard concrete barrier rail

H.7

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 q g .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

Top pin not installed on traffic face of barrier.

Riprap Ditch

5' fence extended to 28' long.

TEMPORARY TRAFFIC CONTROL

TABULATION OF

I.1

STATE PROJECT

NUMBER

SHEET

AK DOT 135(2)

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 n a .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b

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: 9/2010

REVISED:

635-1

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

O c to b e r

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

STATE PROJECT

NUMBER

SHEET

I.2AK DOT 135(2)

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

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

B 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

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

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

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH FLAGGERS)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-6

See Note 6

10' min.

O c to b e r

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

STATE PROJECT

NUMBER

SHEET

I.3AK DOT 135(2)

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

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:

NO SCALE

Expressway / Freeway

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

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

50' - 100'

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

50' - 100' (optional) it has two signal faces that are at least 8 feet apart and meets the other

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH SIGNALS)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2010

REVISED:

635-9

See Note 7

10' min.

40' - 180'

100' 40' - 180'

O c to b e r

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

STATE PROJECT

NUMBER

SHEET

I.4AK DOT 135(2)

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

LENGTH AND…