KEFJ1005_Plan_Set.pdf

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS4

P

M

M a r c h

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 NPS KEFJ 10(5) AK

DI

T

NO SCALE

- no symbol -wall face

N

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

NOTE:

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

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

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

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

Poles (Power, Telephone, Joint Use, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

NPS Drwg. No. 186/80043

NPS PMIS No. 204568A

SCALE IN MILES

VICINITY MAP

N

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

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

AK NPS KEFJ 10(5)

A p r il

C h e c k e d b y B

V I N

C E

N T

D e s ig n e d b y L

T O

W N

S E

N D

0.5 1.0 1.5 2.00.00.5

N A T I O N A L F O R E S T

C H U G A C H

SEWARD

noi tc err us e R re vi

R

CREEK

BEAR

PROJECT LOCATION

10+26.00 to 13+85.00

BRIDGE REHABILITATION

EXIT GLACIER ROAD

Exit Glacier Road

7 m iles

To Seward 3 miles

To Seward Highway

Hwy 9 (Seward Highway)

N A T I O N A L PARK

K E N A I F J O R D S

Sheet and Description

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

Typical Section

Plan & Profile

Approach Roads

Erosion Control

Fences and Gates Drainage Walls &

Rockeries Safety

Features Miscellaneous Temporary

Traffic Control

Permanent Traffic Control

Bridge ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0060 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 93 60 153

A0080 20302-1200 REMOVAL OF GUARDRAIL LNFT 119 119

A0100 57501-0000 MINOR BRIDGE WORK (Thin Epoxy

Overlay) LPSM ALL ALL

A0120 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS A STEEL POSTS LNFT 38 38

A0140 61702-0600 TERMINAL SECTION, TYPE FLARED EACH 2 2

A0160 61704-4000 REPLACEMENT BLOCKOUT, (STEEL) EACH 4 4

A0180 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID, YELLOW LNFT 996 50 1,046

A0200 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID, WHITE LNFT 996 50 1,046

A0220 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 160 160

A0240 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 63 63

A0260 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 200 200

2- M ay -2

2:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

K

EF

J1

5-

EE

.x ls x] Sh ee t

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.1NPS KEFJ 10(5)AK

SHEET

NUMBER

NPS Drwg No. 186/80043

GPSGPS

11663

GPSGPS

11664

PLAN & QUANTITIES

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d k e fj fa .d g n

AK NPS KEFJ 10(5)

p r il

B

V in c e n t

L

T o w n s e d

C h e c k e d b y

D e s ig n e d b y

N

BEGIN PROJECT

10+26.00

AK NPS KEFJ 10(5)

13+85.00

AK NPS KEFJ 10(5)

END PROJECT

R E S

U R

R E

C T I O

N R I V

E R

See Sheet I.1

Epoxy Overlay

Apply Thin

13+84.00

11+06.00 to

10+85.75 to 10+98.25

Type 2, Class A Steel Posts

Install Guardrail System, G4, 10+48.25 to 10+85.75

Install Terminal Section, Flared

10+42.00 to 10+98.25

Removal of Guardrail

10+88.50 to 11+03.00

Install Replacement Blockout, Steel (4)

10+63.50 to 10+88.50

Type 2, Class A Steel Posts

Install Guardrail System, G4, Removal of Guardrail and

10+26.00 to 10+63.50

Install Terminal Section, Flared

Removal of Guardrail and

300 300

60D SPIKE

B R

E A

K A

W A

Y B

A S

E O

N L Y

M S

G B

R D

M S

G B

R D

T R A

IL

M P

H N

O H

U N

T I N

G

CHUG

ACH

N

FTRRESRVR

S T O P

D O N

O T E

N T E R

PLAN & QUANTITIES

CONTROL

EROSION AND SEDIMENT

E.1

STATE PROJECT

NUMBER

SHEET

U

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

AK NPS KEFJ 10(5)

p r il

C h e c k e d b y B

V I N

C E

N T

D e s ig n e d b y L

T O

W N

S E

N D

N

Fiber Roll

LEGEND

10+17.00 to 11+09.00

Install Soil Erosion Control, Fiber Roll

R E S

U R

R E

C T I O

N R I V

E R

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS KEFJ 10(5) AK

U S

C c m y fi le s p w p r o d u c ti o n d k e fj e b .d g n

M a r c h

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

BLOCKOUT DETAIL

REPLACEMENT

TOP

SIDE

F.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d k e fj fa .d g n

AK NPS KEFJ 10(5)

A p r il

C h e c k e d b y B

V I N

C E

N T

D e s ig n e d b y L

T O

W N

S E

N D

GUARDRAIL DETAIL

STEEL BLOCKOUT

DETAIL

W8X15

LC

(4 total each flange)

" Ø holes16

Replace damaged blockouts (4)

Existing ground

Steel Post Block

W8 x15 x 22"

Normal edge of pavement

L Thread Length

617-11

STANDARD APPROVED FOR USE 1/1994

DRAFT: 9/2017

REVISED: 4/1994 6/2005

STEEL POSTS

G4 W-BEAM GUARDRAIL

6'-0"

STATE PROJECT

NUMBER

SHEET

F.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS KEFJ 10(5)AK

U S

C c m y fi le s p w p r o d u c ti o n d k e fj fb .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

STANDARD POST SECTION

POST SPACING

1:10 or flatter slope fill slope

Variable

TOP

symmetry ofCL

FRONTSIDE

TYPICAL GUARDRAIL CROSS SECTION

BLOCK

POST AND BLOCK DETAIL

ARRANGEMENT

ALTERNATE HOLE

GUARDRAIL BOLT AND RECESS NUT

GUARDRAIL MOUNT

FLEXIBLE GUIDE POST

POST AND BLOCK DETAIL

ARRANGEMENT

STANDARD HOLE

steeper than fill slope

Variable slope but not

A about

Symmetrical

CL

A

RAIL ELEVATION

SECTION A-A

W BEAM RAIL

shown on Typical Section

Aggregate base or as rail as applicable ground line at face of

Edge of pavement or

Lap in direction of traffic

Reflector tab

W beam rail

(See Note 5)

Modified Block

Post length stamp on terminal sections

All posts except those beyond nut by more

Thread not to extend spacing, center to center slots

Splice bolt

Neutral axis

Splice bolt slots

When encountering impenetrable material, see

6.

5.

4.

3.

2.

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

Use consistent material throughout the length of guardrail run.

Modified block may be wood, plastic, or composite material.

the manufacturer.

both sides, a lock washer, and nut; or fasten as specified by

Install delineator every fourth post. Fasten delineator to post arrangement is specified.

See Special Contract Requirements when the alternative hole are specified.

S e e N o te

L e n g th

L

(STANDARD HOLE ARRANGEMENT)

STRUCTURAL SHAPE POST

and departure terminal sections

Widening required for approach

Subgrade shoulder.

Hinge line of foreslope

Top edge of reflective sheeting

See Note 4 yellow to left of traffic)

(white to right of traffic, Reflective sheeting to accommodate future overlays

Upper 2 holes for raising guardrail

10°

8 required, each end of rail

Thickness

Sheet recess both sides o r g r o u n d l in e o f p a v e m e n t a b o v e t r a v e le d w a y e d g e

See Special Contract Requirements when 7 foot 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

" GUARDRAIL BOLT8

"4

25"

18"

10"

2"

" minimum8

" minimum4

4" minimum

4" minimum

4" minimum

" RECESS NUT8

" high (typ.)2

"32

"4 t o e d g

W6 x 9

" x 10" guardrail post bolt8

" dia. (typ.)4

" x 10" guardrail bolt8

" bolts with a washer on8 3using two galvanized 2" x

"4 14 "4

142"

" deep16 11" dia. x

(t yp

6" ty p ty p

S e e N o te ty p

" dia4

" dia.4 m in

" x 10" guardrail8

" guardrail splice4 1" x 18

"4 11 "16

Post spacing 6'-3"

(typ.)

8"

Traffic bolts and nuts (8 per splice) bolt and recess nut groundline at face of rail

Edge of pavement or

"16 1"16 ty p

"16

"32

"16

"8

SIDE

TOP

POST FACE

NOTE:

"32

"16

"32

6"

"4

"4

"4

" plain round washer4

" recess nut.8

"2 1than

" R16

6"

" R16

See Note 2

2'-0" (typ.)

8" m a x s lo p e

TEST LEVEL

L W m a x s lo p e

NO SCALE

TEST LEVEL

L W

617-19

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2016

REVISED:

(ft)(ft)

3 (> 45 mph)

(ft)

37.5

(ft)

3.0 or 4.0

TYPE FLARED TERMINAL

G4 W-BEAM GUARDRAIL

STATE PROJECT

NUMBER

SHEET

F.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS KEFJ 10(5) AK

U S

C c m y fi le s p w p r o d u c ti o n d k e fj fc .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

7.

6.

5.

4.

3.

2.

1.

STRAIGHT FLARED OPTION

PARABOLIC FLARED OPTION

ELEVATION

PLAN

ELEVATION

PLAN

See Note 6

Hinge line of foreslope last two post blocks in the standard post section

Tangent line projected from the face of the shoulder widening

Edge of

W W at face of rail as applicable

Finished surface elevation at face of rail as applicable

Finished surface elevation

See Note 6

Length of Need shoulder widening

Edge of

Length of Need

Hinge line of foreslope post section

Standard post section

Standard

Pay limits terminal section type flared (FLEAT)

Guardrail system G4

Pay limits

Pay limits terminal section type flared (SRT-350)

Guardrail system G4

Pay limits fl a tt e r

V

H o r fl a tt e r

V

H o r last two post blocks in the standard post section

Tangent line projected from the face of the manufacturer's recommendations.

Install a reflectorized object marker according to the rail end section may be used.

A flat attenuator terminal head is shown. A rounded W-beam to the terminal.

Construction of widening for terminal installation is incidental

See manufacturer's drawings for other details.

indicated on the plans.

Pave widened shoulder on both ends of guardrail runs when rail is at the edge of the shoulder.

inside of a curve), install the posts so that the face of the result in the rail encroaching onto the shoulder (e.g., the

When placing terminal on a curve and post offsets would meets appropriate test level for the project.

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

Use details shown as a general guide since manufacturer's

2.5-4.0

1.67-2.67

37.5

25.0

3 (> 45 mph)

2 (≤ 45 mph) using 6' posts using 6' posts

NOTE:

20'

3'

3'

20'

QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

G.1

STATE PROJECT

NUMBER

SHEET

U

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

AK NPS KEFJ 10(5)

A p r il

C h e c k e d b y B

V I N

C E

N T

D e s ig n e d b y L

T O

W N

S E

N D

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

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

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

STATE PROJECT

NUMBER

SHEET

G.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS KEFJ 10(5) AK

U S

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

M a r c h

FEDERAL LANDS HIGHWAY

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

NOTE:

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

NPS Drwg. No. 186/80043

NPS PMIS No. 204568A

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

See Note 6

10' min.

LAYOUT & QUANTITIES

PAVEMENT MARKING

PERMANENT

H.1

STATE PROJECT

NUMBER

SHEET

U

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

AK NPS KEFJ 10(5)

a y

B

V in c e t

T o w n s e d

C h e c k e d b y

D e s ig n e d b y

N

R E S

U R

R E

C T I O

N R I V

E R type A, solid white

Pavement markings, type A, solid white

Pavement markings, type A, double solid yellow

Pavement markings, End Pavement markings

Begin Pavement markings

W634-2

REVISED: 10/2012

DETAIL APPROVED FOR USE 10/2007

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PAVEMENT MARKINGS

LINEAR

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

H.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS KEFJ 10(5) AK

U S

C c m y fi le s p w p r o d u c ti o n d k e fj p b .d g n

F e b r u a r y required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete

3.

2.

1.

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

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

CL

CL

L a n e

L a n e s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L s h o u ld e r

L a n e

T r a v e l

L a n e

T r a v l h o u ld e r

L w w w w when specified in plans required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans

NPS Drwg. No. 186/80043

NPS PMIS No. 204568A

4" solid white edge line

4" dotted white line 4" dotted white

4" solid white edge

4" solid double

Locate 12" wide stop line to 4" broken yellow centerline m a x m in

2' 10'30'10'30'10'

2' to 6'

NOTE:

See Section 575.

Limits of thin epoxy overlay.

PLAN

ELEVATION

(Looking ahead)

Scale: 1" = 15'-0"

Scale: 1" = 15'-0"

TYPICAL SECTION

Epoxy overlay: 5 psf

R e s u r r e c ti o n R iv e r

Scale: 1" = 4'-0"

125'-0"125'-0" Measured Along L RoadwayCL

R a d ia l

S id e w a lk

L Pier

Begin Bridge

L Roadway

Bridge Chord

250'-0"

CL

CL

L PierCL

Begin Bridge

End Bridge

End Bridge

4'-6"

36'-5 "

CLL Roadway

SCOPE OF WORK

4.

3.

2.

1.

A C

T U

A L F I L E X

X K

E F J

P

E .D

G N

N

14'-0"14'-0"

(Lane) (Lane)

(Walkway)

554.07.

with a two-part epoxy material meeting ASTM A755 as per

Repair damaged steel rebar coating along upstream bridge rail provide a summary to the CO.

actual condition, document condition noting damage and

Prior to start of bridge rail work, inspect the bridge rail for

Place epoxy overlay along deck and sidewalk surfaces.

Clean deck of debris prior to placement of epoxy overlay.

Structure Number

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.

KEFJ 10(5)AK

KENAI FJORDS NATIONAL PARK

EXIT GLACIER BRIDGE

PLAN AND ELEVATION

SKL SKL B. OLTMANN 1AS SHOWN

9845-001P

AF

I.1

1 APRIL 2018

D e fa u lt m y fi le s p w p r o d u c ti o n d H

K J E F P

E .D

G N

A p r il

GENERAL NOTES:

SPECIFICATIONS:

Construction:

DESIGN LOADING:

and Bridges on Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads

Dead Load: