Palmer_Plan_Set.pdf

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

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

OR PFH 146(4)

A

M a r c h

C h e c k e d b y

D e s ig n e d b y

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

NUMBER

SHEET

STATE

A.3

PROJECT

PFH 146(4)

OR

e c e m b e r

U

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

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

N

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

E

RIP

- no symbol -wall face

G G

W W

DI

T T

NO SCALE

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:

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

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, Material Source; Bore Hole; Test Pit

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

Section Corner (Found, Projected)

Property Line w/Found Property Corner

Parcel Number

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

Wattle

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)

Control Point (Terrestrial and GPS); Jump Hub

UMATILLA

NATIONAL

FOREST

Palmer

Junction

Road

VICINITY MAP

N

Creek

SCALE IN MILES

1 2 1 0 1 2 3

A.4

STATE PROJECT

NUMBER

SHEET

P a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 a d .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

BEGIN PROJECT

END PROJECT

1+00

OR PFH 146(4)

807+13

OR PFH 146(4)

ELGIN

S o u th

F o rk F o r k

M o s e s

Cre ek

Cr ee k

R on d e

Rive r

Proctor Creek

M e a d o w

Cre ek

E a g le

C re e k

Creek

Jarboe Creek

B a ll e y

Cr ee k

Pad ro

Creek

Cr ee k

G o rd o n

R. 39 E. R. 40 E. R. 41 E. R. 42 E.

T N

T N

T N

T N

T N

T N

Lo ok in g gla ss

Spring

R. 39 E. R. 40 E. R. 41 E. R. 42 E.

F o r k

N o rt h

Buck

Culvert

Gordon Creek

132+49

Creek Culvert

Partridge

350+04

G ra n d e

Culvert

415+60

Cabin Creek Culvert

South Fork

586+00

Cabin Creek Culvert

North Fork

603+84

Sheet and Description

Section C Section E Section F Section G

Typical Section

Erosion Control Drainage

Temp Traff

Control ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 15.268 15.268

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 4 4

A0080 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0100 15401-0000 CONTRACTOR TESTING LPSM ALL

A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0140 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LPSM ALL

A0160 15703-1000 SOIL EROSION CONTROL, SOIL

STABILIZATION ACRE 1.7 0.1 1.8

A0180 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 360 40 400

A0200 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 2,774 276 3,050

A0220 15706-0400 SOIL EROSION CONTROL,

SEDIMENT TRAP (Type A) EACH 3 3

A0240 20101-0000 CLEARING AND GRUBBING ACRE 1.6 0.2 1.8

A0260 20301-0600 REMOVAL OF CATTLE GUARD EACH 2 2

A0280 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0300 20301-2600 REMOVAL OF STRUCTURAL PLATE

PIPE EACH 2 2

A0320 20301-2700 REMOVAL OF STRUCTURE (Ecology

Block) EACH 35 35

A0340 20401-0000 ROADWAY EXCAVATION CUYD 735 65 800

A0360 20402-0000 SUBEXCAVATION CUYD 1,382 118 1,500

A0380 20435-1000 BACKFILL, SELECT GRANULAR CUYD 1,006 94 1,100

A0400 20702-0100 GEOTEXTILE FILTER, CLASS 1,

TYPE A (Woven) SQYD 908 92 1,000

A0420 20702-0500 GEOTEXTILE FILTER, CLASS 1,

TYPE E SQYD 481 39 520

A0440 20703-0000 GEOGRID (Reinforcement, Type

2) SQYD 3,400 500 3,900

A0460 25101-0000 PLACED RIPRAP, METHOD A

(Class 0) CUYD 670 55 725

A0480 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 47 8 55

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

4- M ar -2

:1

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s8

Pa lm er

_E st im at e-

.x ls x] Sh ee t

STATE PROJECT

B.1PFH 146(4)OR

Typical Section

Erosion Control Drainage

Temp Traff

Control ALLOWANCE Bid

Schedule

A0500 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 CUYD 410 30 440

A0520 25125-0000 BOULDER EACH 21 21

A0540 26105-0000 REINFORCED SHOULDER

STABILIZATION SQFT 10,433 667 11,100

A0560 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 165 5 170

A0580 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,437 2,155 408 4,000

A0600 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 13,702 698 14,400

A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 137 13 150

A0640 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 2,869 927 206 4,002

A0660 40303-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1, WEDGE AND LEVELING

COURSE TON 3,985 415 4,400

A0680 41201-0000 TACK COAT TON 65 5 70

A0700 41301-0200 ASPHALT PAVEMENT MILLING,

1-INCH DEPTH SQYD 5,336 764 6,100

A0720 41301-1300 ASPHALT PAVEMENT MILLING,

6-INCH DEPTH SQYD 4,575 425 5,000

A0740 41402-2000 CRACKS, CLEANING AND SEALING MILE 15.3 15.3 Contract Quantity

A0760 41402-3000 CRACKS, CLEANING AND FILLING MILE 15.3 15.3 Contract Quantity

A0780 55401-1000 REINFORCING STEEL LB 13,400 13,400

A0800 60101-0000 CONCRETE CUYD 98 98

A0820 60103-0000 CONCRETE, HEADWALL EACH 2 2

A0840 60201-0900 30-INCH PIPE CULVERT LNFT 47 47

A0860 60201-1200 48-INCH PIPE CULVERT LNFT 90 90

A0880 60304-0000 STRUCTURAL PLATE ARCH (30'-3"

SPAN X 9'-11" RISE) LNFT 38 38

A0900 60304-0000 STRUCTURAL PLATE ARCH (25'

SPAN X 12'-6" RISE) LNFT 80 80

A0920 61903-0800 CATTLE GUARD, 26 FEET EACH 2 2

A0940 61921-1000 REMOVE AND RESET FENCE LNFT 1,745 155 1,900

A0960 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 48 48

A0980 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 48 48

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

4- M ar -2

:1

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s8

Pa lm er

_E st im at e-

.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.2PFH 146(4)OR

Typical Section

Erosion Control Drainage

Temp Traff

Control ALLOWANCE Bid

Schedule

A1000 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 48 48

A1020 62301-0000 GENERAL LABOR HOUR 48 48

A1040 62405-0100 PLACING CONSERVED TOPSOIL,

2-INCH DEPTH SQYD 201 19 220

A1060 62501-0000 TURF ESTABLISHMENT ACRE 1.7 0.1 1.8

A1080 62616-1750 PINUS PONDEROSA, PONDEROSA

PINE, 2-INCH TO 3-INCH

CALIPER, CONTAINER GROWN EACH 15 15

A1100 63308-2000 OBJECT MARKER, TYPE 2 (OM2-2V) EACH 8 8

A1120 63308-3000 OBJECT MARKER, TYPE 3 EACH 2 2

A1140 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 12 12

A1160 63502-1400 TEMPORARY TRAFFIC CONTROL,

VERTICAL PANEL EACH 360 44 404

A1180 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 12 12

A1200 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 20 20

A1220 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 170 170

A1240 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 3,403 96 3,499

A1260 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 187,744 20,528 208,272

A1280 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 442 11 453

A1300 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 200 200

A1320 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 180 10 190

A1340 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 3,632 288 3,920

A1360 64703-3010 MITIGATION, ROCK WEIR EACH 1 1

A1380 64703-6000 MITIGATION, FISH PASSAGE

BOULDER EACH 45 5 50

A1400 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 1,090 110 1,200

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

4- M ar -2

:1

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s8

Pa lm er

_E st im at e-

.x ls x] Sh ee t

(3

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3PFH 146(4)OR

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.1

STATE PROJECT

a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c a .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b

FOOTNOTE:

NO SCALE

[1] Match existing superelevation roadway on curves.

[2] Do not apply to repair areas shown on Sheets C-3-C-10.

174+00 to 590+00

TYPICAL SECTION

[1]Varies [1]Varies

[1]2% crown [1]2% crown

[3] Turnouts, driveways, and intersection quantities included in ITEM 40101-5600.

C.2

STATE PROJECT

a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c b .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

Traveled way Traveled way

L im it s o f c o n s tr u c ti o n

R

W l in e

R

W l in e

L im it s o f c o n s tr u c ti o nLC

Existing asphalt pavement

Profile grade

2'2'

Existing ground type 3, 2-inch compacted depth roughness type I, and antistrip additive,

0.3 to <3 million ESAL, pavement nominal maximum size aggregate, -inch4 3-inch or 2

1gyratory mix, Asphalt pavement concrete pavement, Full Depth Pavement at EdgeFull Depth Pavement at Edge

CRACK FILLING DETAILS

ASPHALT PAVEMENT

Screed to 18 4" to 1 " below existing surface elevation

[3]

CRACK SEALING DETAILS

ASPHALT PAVEMENT

11.5' 11.5'

Traveled way Traveled way

L im it s o f c o n s tr u c ti o n

R

W l in e

R

W l in e

L im it s o f c o n s tr u c ti o n

LC

Profile grade

2'

Existing ground

11'11' 2'

Exisiting asphalt pavement

TYPICAL SECTION

TYPICAL SECTION TYPICAL SECTION

Existing asphalt pavement

Existing asphalt pavement

590+00 to 807+13

1+00 to 174+00

" to 1"4 applied crack material

Seal crack with hot flush with existing surface

Fill crack with asphalt mix

AND CRACK REPAIR)

(ASPHALT OVERLAY

60' (typ.)

(CRACK REPAIR)

60' (typ.)

[2] Crack cleaning, sealing, or filling Crack cleaning, sealing, or filling [2]

[2]sealing, or filling

Crack cleaning, Tack coat sealing, or filling

Crack cleaning, [2]

[2]wedge and leveling course, (typ.)

Asphalt concrete pavement, type 1, 1" or greater

C.3

STATE PROJECT

F e b r u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c c .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

DETAIL AND QUANITIES

ASPHALT PAVEMENT REPAIR

Asphalt pavement milling, 6" thick see Sheet C.2 for details

Asphalt overlay, see Sheet C.2 for details

Asphalt overlay, NO SCALE

Existing asphalt

Existing aggregate

Tack coat Existing asphalt

Existing aggregate

ASPHALT PAVEMENT REPAIR DETAIL I ASPHALT PAVEMENT REPAIR DETAIL II

Asphalt pavement milling, 1" thick

Tack coat Tack coat type I, average 1" compacted depth

Replace with asphalt concrete pavement, Tack coat asphalt concrete pavement, type I

Replace with two 3" compacted depth lifts of

Tack coat

FOOTNOTE:

Conversion factor 1.94 tons/cuyd[1]

Tack coat

SECTION A-ADEEP PATCH II AREA

A A

QUANTITIES

DEEP PATCH TYPE II

C.4

STATE PROJECT

a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c d .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

Existing pavement grade

Sawcut vertically

Sawcut vertically width construction2 1for

Sawcut vertically

Existing edge

LC LC

Existing edge

NO SCALE

E N

D D

E E P P

A T

C H I I

DEEP PATCH II PAY LIMITS

Transition ramp Transition ramp

Excavation limits

Transition ramp

Transition ramp

B E

G I N D

E E P P

A T

C H I

Waste material in transition ramp Waste material in transition ramp Begin deep patch II

End deep patch I see Sheet C.5 for details

Deep patch II area, See Sheet C.5

LC

DETAILS

DEEP PATCH TYPE II

C.5

STATE PROJECT

a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c e .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

C.2 for details see Sheet

Asphalt overlay, NO SCALE

DEEP PATCH, TYPE II DETAIL

Excavation line

13' (typ.)

13' (typ.)

1 V

H

Existing ground

3 H 1 V

1V

1H width deep patch2 112' -

26' - Full width deep patch

Conserved backfill

Finished slope

1 V

3 H

1.5H

1V

1' 1' Lip

Existing ground

1.1 H

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

R

W l in e

Finished slope

1'

1'

1'

33.5'

6" Roadway aggregate, method 2

Placed riprap, method A, class 0

Width excavation line2

NOTE:

type I, 2-3" lifts compacted depth

Asphalt concrete pavement, 1% slope to drain conserved backfill.

1. Materials excavated from this deep patch are unsuitable as ecology blocks

Remove existing

[1]5' Lap [1]5' Lap

[4]Geotextile filter, class 1 type E

[1]reinforcement lap full width

Extend top course

Sawcut vertically

Tack coat

[1]All laps are 5'

[2]4" (typ.)

3' Overlap

Excavation line granular and 18" depth

All courses backfill, select existing ecology blocks

Remove & salvage

Line entire excavation with geotextile filter.[4] perpendicular to the finished slope surface.

Install reinforcement geogrid with the machine direction [3] backfill, all courses.

Cover reinforcement laps with 4-inch depth of select granular[2] course lap 3-feet @ centerline.

All laps are 5-feet except for the top course lap. Overlap the top[1]

[3]Geogrid (reinforcement, type 2)

STABILIZATION QUANTITIES

REINFORCED SHOULDER

C.6

STATE PROJECT

a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c f.

d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b

STABILIZATION DETAILS

REINFORCED SHOULDER

C.7

PFH 146(1)

a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c g .d g n

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y see Sheet C.2 for details

Asphalt overlay, Conserve transition ramp material ramp material

Conserve transition

NO SCALE

form course 18" Welded wire

12" Bottom course

Extend lap to back of excavation

Sawcut vertically

C to C spacing (max.)

Support struts 24"

7Existing slope

Hardware cloth

Conserved backfill method 2, 6" compacted depth

Roadway aggregate, FOOTNOTE:

4' Lap (min.)

Finished slope

LC

1'-0"

Excavation line

REINFORCED SHOULDER STABILIZATION

TYPICAL SECTION

Existing pavement grade

SECTION A-A

Geogrid, stabilization

Sawcut vertically

Sawcut vertically

Sawcut vertically

NOTE:

type I, 2-3" lifts, 6" total compacted depth

Asphalt concrete pavement, Welded wire form. See Sheet C.8

4 x 4 - W4.0 x W4.0

See Section B-B

SECTION B-B

S T

A B I L I Z

A T

O N P

A Y L I

M I T S

R E I N

F O

R C

E D S

H O

U L

D E

R

REINFORCED SHOULDER STABILIZATION AREA

areas are suitable as conserved backfill.

Materials excavated from reinforced shoulder stabilization1.

A A

Existing edge

LC LC

B

B stabilization area Reinforced shoulder

Varies 6' - 0'Varies 7' - 13'

Varies 6.5' - 12.5'

Varies 7.7' - 13.7'

Varies 5.5' - 11.5'

1V:

2H

Existing pavement

S H

O U

L D

E R

B E

G I N R

E I N

F O

R C

E M

E N

T

S T

A B I L I Z

A T I O

N

S T

A B I L I Z

A T I O

N

S H

O U

L D

E R

E N

D R

E I N

F O

R C

E M

E N

T

Transition ramp Transition ramp

Excavation limits Excavation limits

Existing edgeTransition ramp

Transition ramp

Cover geogrid reinforcement with 4-inch depth select granular fill.[2]

Match existing superelevation or crown.[1]

[1]Slope

Reinforced shoulder stabilizatin pay limits

(Reinforcement, type 2)

Geogrid, m in m in

Tack coat both courses

Backfill, select granular

AND GEOGRID DETAILS

STABILIZATION FACING

REINFORCED SHOULDER

C.8

STATE PROJECT

PFH 146 (4)

F e b r u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c h .d g n

R

K r a ig

K

M il le r

C h e c k e d b y

D e s ig n e d b y

Reinforced Shoulder Stabilization Detail on Sheet C.6.

Hardware cloth not shown. Install hardware cloth according to[10]

Shoulder Stabilization Detail on Sheet C.6.

Geogrid lap is not shown for clarity. Lap according to Reinforced[9]

Except at curve sections where overlapping is allowed.[8] bend longitudinal wire 90 degrees.

Connect welded wire form facing to form return. Alternative, [7] of 720.01(k).

Provide welded wired forms that meet the requirements [6]

Provide support struts that meet the requirements of 720.01(l).[5]

See Sheet C.7 for dimensions.[4] permanent fasteners that meet the requirements of 720.01(m).

or the manufacturers recommended method). Provide with permanent fasteners (hog rings, wire ties, spiral binders, Connect adjacent welded wire reinforcement facing elements [3] support strut length.

The Contractor is responsible for determining the appropriate[2] requirements.

Field cut transverse wires to meet welded wire form layout [1]

WELDED WIRE FORM

Longitudinal wires

Reinforcement length

Top of form

96"

30"

4 x 4 - W4.0 x W4.0 direction

Machine (roll)

P a r a ll e l to s lo p e f a c e

Bottom course

REINFORCEMENT LAYOUT

SHOULDER STABILIZATION

3' min.

NO SCALE

AND FORM RETURN DETAIL

SHOULDER STABILIZATION FORM COURSE

[8]Butt geogrid, no overlap

[1]Transverse wires

[5] [2]spaced 24" C. to C. (max.)

No. 4 wire support struts

[6]

[9]Geogrid, reinforcement

[10](see detail this sheet)

Welded wire form

[3]welded wire forms

Connect adjacent

[7] [3]facing to form return

Connect form form return

Welded wire

Geogrid, reinforcement, type 2

[4]

Geogrid, reinforcement, type 2 length (L)

WITH SLOPE ARMOR

SHOULDER STABILIZATION

C.9

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c i.

d g n

OR PFH 146(4)

a r c h

C h e c k e d b y

D e s ig n e d b

B

SECTION B-B

SECTION A-A

DETAILS

WITH SLOPE ARMOR

SHOULDER STABILIZATION

C.10

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 c j.

d g n

OR PFH 146(4)

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y

A A

Conserved topsoil, 6"

Select granular backfill

6" compacted depth method 2, Roadway aggregate, Shoulder stabilization area type I, 2 - 3" lifts, 6" compacted depth

Asphalt concrete pavement, Placed riprap, method A, class 1 see Sheet C.2 for details

Asphalt overlay, LC

Toe

1'-6"

LOCATION X Y

581+29 to 583+64

316+44 to 317+09

224+89 to 226+42

1.5

1.2

1.8

SLOPE RATIO

(Info)

NO SCALE

1V:3H

12'

13.5'

WITH SLOPE ARMOR

SHOULDER STABILIZATION

AREA DETAIL

SHOULDER STABILIZATION

5'

Existing ground back of excavation

Extend geogrid lap to

Finished slope

Sawcut vertically

1V:1H Excavation line

Existing edge

Sawcut vertically

Edge of pavement

LC LC

NOTE:

FOOTNOTE:

woven, class 1, type A Geotextile filter, aggregate, method 1 Roadway

1'

Existing pavement

Slope Armor locations are suitable for conserved backfill.

1. Materials excavated from shoulder stabilization with

[1]X

[1]Y

H [1]

S H

O U

L D

E R S

T A

B I L I Z

A T I O

N

B E

G I

H

O U

L D

E R S

T A

B I L I Z

A T I O

N

E N

D

Transition ramp Transition ramp

Excavation limits

Existing edge

See table this page for slope ratio information[1]

Shoulder stabilization pay limits

(Reinforcement) (type 2)

Geogrid

Tack coat

Transition ramp

Transition ramp vertically Sawcut

See Section B-B

Excavation limits ramp material

Conserve transitiontransition ramp material

Conserve

Sawcut verticallyExisting pavement grade

Sawcut vertically

P o w e r l in e s c r o s s a b o v e r o a d

P a v e m e n t w id th

P a v e m e n t w id th

.5

NO SCALE

LINE GRAPH

d f il li n g

B e g in c r a c k s e a li n g

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

D.1

STATE PROJECT

a r c h

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 fb .d g n

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

D r iv e w a y a p p r o a c h

R T

MIDDLE ROAD

MIDDLE ROAD

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T

UTILITIES CONTACTS

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

ROAD

PALMER JUNCTION

OR PFH 146(4)

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h r o a d

R T

F ie ld a p p r o a c h

T

Kennewick, WA 99336

4916 W. Clearwater

Greg Goodwin

Telephone: Frontier Communications rloman@otecc.com

Fax: 541-963-2539

Office: 541-663-2101

La Grande, OR. 97850

2408 Cove Ave.

Rebecca Loman, Staking Technician

Electrical Power: Oregon Trail Cooperative mailto:gregory.l.goodwin@ftr.com

Fax: 509 736-6689

Cell: 509 392-1307

Office: 509 736-3720

BEGIN PROJECT

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h

L T

R id g e w a y L a n e i n te r s e c ti o n

L T

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T

L e v i

L a n e i n te r s e c ti o n

L T

D r iv e w a y a p p r o a c h

L T

S im o n s o n L a n e i n te r s e c ti o n

L T

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T in te r s e c ti o n

R T

H a r tf o r d S tr e e t

P a v e m e n t w id th

NO SCALE

LINE GRAPH

D.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 fc .d g n

OR PFH 146(4)

D e c e m b e r

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

P a v e m e n t w id th

P a v e m e n t w id th

B e g in a s p h a lt o v e r la y

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5 stabilization shoulder

Reinforced repair, II pavement

Asphalt

NOTE:

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

4.

3.

2.

1.

MIDDLE ROAD

D r iv e w a y a p p r o a c h

L T

E n d p a v e d a p r o n

L T

C e m e te r y a p p r o a c h

R T

B e g in p a v e d a p r o n

L T

F ie ld a p p r o a c h

L T

B e g in p a v e d a p r o n

L T

E n d p a v e d a p r o n

L T

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

L T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

L T

GORDON CREEK ROAD

E n d G o r d o n C r e e k R o a d

PALMER JUNCTION ROAD

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

L T

D r iv e w a y a n d a p p r o a c h

L T

F ie ld a p p r o a c h

L T replacement areas.

Do not crack seal/fill stabilization/repair/patch and culvert and included in total on Sheet C.2.

Asphalt intersection quantities estimated 2 TONS/intersection and included in total on Sheet C.2.

Asphalt driveway quantities estimated 0.7 TONS/driveway

Stationing plus or minus 20-feet.

E n d M id d le R o a d

G o r d o n C r e e k R o a d i n te r s e c ti o n

L T o a d i n te r s e c ti o n

R T

P a lm e r J u n c ti o m o v e r e p la c e G o r d o n C r e e k A

O P c u lv e

NO SCALE

LINE GRAPH

NOTE:

D.3

STATE PROJECT

F e b r u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 fd .d g n

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y repair, I pavement

Asphalt stabilization shoulder

Reinforced repair, I pavement

Asphalt repair, II pavement

Asphalt repair, II pavement

Asphalt repair, I pavement

Asphalt

Asphalt pavement repair, I

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

.5 repair, II pavement

Asphalt

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

Asphalt pavement repair, II

P a v e m e n t w id th

.5

4.

3.

2.

1.

Asphalt pavement repair, I

PALMER JUNCTION ROAD

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T with slope armor stabilization

Shoulder

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T in te r s e c ti o n

R T

C h r is te n s e n R o d with slope armor stabilization

Shoulder

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

L T

PALMER JUNCTION ROAD

a p p r o a c h

L T

D r iv e w a y a

Do not crack seal/fill stabilization/repair/patch areas.

and included in total on Sheet C.2.

Asphalt intersection quantities estimated 2 TONS/intersection and included in total on Sheet C.2.

Asphalt driveway quantities estimated 0.7 TONS/driveway

Stationing plus or minus 20-feet.

(Full width) type I patch, Deep type I patch, Deep

NOTE:

NO SCALE

D.4

STATE PROJECT

F e b r u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 fe .d g n

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y stabilization shoulder

Reinforced stabilization shoulder

Reinforced

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th repair, II pavement

Asphalt repair, I pavement

Asphalt

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

.5 repair, I pavement

Asphalt

LINE GRAPH

PALMER JUNCTION ROAD

PALMER JUNCTION ROAD

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

R T

K in g s b u r y L a n e i n te r s e c ti o n

L T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

L T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

L T

C o n e D r iv e

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h

L T

R e m o v e R e p la c e c u lv e r t

R e m o v e R e p la c e C u lv e r t areas.

4. Do not crack seal/fill stabilization/repair and culvert replacement and included in total on Sheet C.2.

3. Asphalt intersection quantities estimated 2 TONS/intersection and included in total on Sheet C.2.

2. Asphalt driveway quantities estimated 0.7 TONS/driveway

1. Stationing plus or minus 20-feet.

P a r tr id g e C r e k

LINE GRAPH

P a v e m e n t p a v e m e n t

F ie ld a p p r o a c h

R T

NO SCALE

NOTE:

D.5

STATE PROJECT

F e b r u a r y

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 ff .d g n

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y stabilization shoulder

Reinforced

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th repair, I pavement

Asphalt

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t w id th

.0

E n d a s p h a lt o v e r la stabilization shoulder

Reinforced

PALMER JUNCTION ROAD

PALMER JUNCTION ROAD

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a n d a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h R

T

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

L T with slope armor stabilization

Shoulder

F ie ld a p p r o a c h

L T

D r iv e w a y a p p r o a c h

C a b in C r e e k R a n c h

L T

K e e n R o a d i n te r s e c ti o n

L T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

4. Do not crack seal/fill stabilization/repair areas.

and included in total on Sheet C.2.

3. Asphalt intersection quantities estimated 2 TONS/intersection and included in total on Sheet C.2.

2. Asphalt driveway quantities estimated 0.7 TONS/driveway

1. Stationing plus or minus 20-feet.

F C a b in C r e e k r e m o v e r e p la c e A

O P c u lv e

P a v e m e n t p a v e m e n t

P a v m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t p a v e m e n t

NO SCALE

LINE GRAPH

D.6

STATE PROJECT

D e c e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 fg .d g n

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

P a v e m e n t w id th

PALMER JUNCTION ROAD

PALMER JUNCTION ROAD

E n d p a v e d t u r n o u t, L

T

D r iv e w a y a p p r o a c h

L T

D r iv e w a y a p p r o a c h

R T

B e g in P a v e d t u r n o u t, L

T p a v e m e n t w id th

.5

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

R o b in s o n R o a d i n te r s e c ti o n

L T

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

L T

F ie ld a p p r o a c h

L T

D r iv e w a y a p p r o a c h

L T

F ie ld a p p r o a c h

L T

N o r th F o r k C a b in C r e e k B o u ld e r s

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

D r iv e w a y a p p r o a c h

L T

D r iv e v w a y a p p r o a c h

L T

B e g in p a v e d a p r o n

R T

E n d p a v e d a p r o n

R T

P a lm e r J u n c ti o n t e r m in a te s a n d P a lm e r J u n c ti o n R o a d

I n te r s e c ti o n o f

M o s e s C r e e k L a n e

D r iv e w a y a p p r o a c h

R T

F ie ld a p p r o a c h

R T

MOSES CREEK LANE

F ie ld a p p r o a c h

L T

B o w m a n L o o p i n te r s e c ti o n b e g in s

N o r th

F is h H a tc h e r y

R T in te r s e c ti o n

L o o k in g la s s

M o s e s C r e e k L a

NOTE:

1. Stationing plus or minus 20-feet.

NOTE:

NO SCALE

L o o k in g G la s s C r e e k R o a d

B e g in g r a v e l r o

LINE GRAPH

D.7

STATE PROJECT

D e c e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 fh .d g n

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t w id th

.5

P a v e m e n t

.5

P a v e m e n t w id th

.5

F ie ld a p p r o a c h

L T

P a v e m e n t w id th

P a v e m e n t w id th stabilization shoulder

Reinforced stabilization shoulder

Reinforced

P a v e m e n t w id th

2.

1.

END PROJECT

BOWMAN LOOP

BOWMAN LOOP LOOKING GLASS CREEK ROAD

A p p r o a c h R

T

807+13

OR PFH 146(4)

E n d C r a c k S e a li n g a n d f il li n g

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

F ie ld a p p r o a c h

R T

B o w m a n L o o p i n te r s e c ti o n

L T

Do not crack seal/fill stabilization areas.

Stationing plus or minus 20-feet.

R e m o v e in s ta ll n e w c a tt le g u a r d

R e m o v e in s ta ll n e w c a tt le g u a r

D.8

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m s o f1 fi .d g n

OR PFH 146(4)

F e b r u a r y

D

S la n in a R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

NO SCALE

CONNECTION DETAILS

CONNECTION DETAIL

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

LC

A

A

R a d iu s v a rie s R a d iu s v a ri e s

Existing asphalt surface

Approach road traveled way

Edge of

60° to 90°

Variable, Existing asphalt surface

24'

10'

174+00 Begin asphalt taper

CONNECTION DETAIL

Existing asphalt surface

25'

590+00 End asphalt taperE n d t a p e r

B e g in t a p e r

INTERSECTION/APPROACH ROAD CONNECTION DETAILS

SECTION A-A

25'

Mill 2" gradual taper

Mill 2" gradual taper

End asphalt taper

End asphalt taper

Mill 2" gradual taper type 1, 2" compacted depth, tack coat

< 3 million ESAL pavement roughness maximumal size aggregate, 0.3 to

" nominal 4 3" or 2

1gyratory mix, Asphalt concrete pavement type 1, 2" compacted depth, tack coat

< 3 million ESAL pavement roughness maximumal size aggregate, 0.3 to

" nominal 4 3" or 2

1gyratory mix, Asphalt concrete pavement type 1, 2" compacted depth, tack coat

< 3 million ESAL pavement roughness maximumal size aggregate, 0.3 to

" nominal 4 3" or 2

1gyratory mix, Asphalt concrete pavement

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2008

REVISED:

619-1

CATTLE GUARD

STATE PROJECT

NUMBER

SHEET

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 o f1 fj .d

2"

12"

31"

36"

W 8 x 18 beams at each intersection. Conform all

Weld rail or alternate sections on both sides to the

" fillet shop welds.4 1All welds are continuous

LOADING: AASHTO HS20.

3"

""16

6" x 6" x 96"

" x 74"4 1L 2" x 2" x 30" treated

2" x 6" x 84"

6" x 6" x 96"

" dia.2 1Weld

2" x 6" x 72"

6" min.

"8 3L 3" x 3" x

"8 3L 3" x 3" x

"8 1L 1" x 1" x

" x 8" stud2

" dia. x 7"2

2" x 8" x 96"

"8 12" OD x

"8 3L 3" x 3" x

6" x 6" x 96" treated timber

" dia. x 6"8

" dia. x 7"8

12" for

" for Type2

"8 37" x 8" x

W8 x 18. Bond

" x 6" hex bolt8

" dia. holes at 48"±16

(#4 Reinforcing Bars)

6"

8"

" anchors at 12"2 1Space and 8" leg anchors. Weld to centers alternating 6" leg

"4 1"8

3L 3" x 3" x

(10" centers) 4" max.

3" min." max.4

4" min.

"4

" x 87"4 1L 2" x 2" x

3" radius hook -

" x 16" steel4

W 8 x 18 beams

"2 13 "2

3"

"4

18"

9"9"

8'-0" grid

Grid Type B

6'-0" grid

Grid Type A

20"20"20" 21"21"21"21"

"4 171 "4

4"

12" R

"R

12"

18"

24"

9"

9"

12"

12"

12"

12"

12"

3"

2"

"8

"8

"4

3" details.

See Standard 619-3 for optional precast foundation on Standard 619-2.

wider than 16 feet to maintain grate spacing as shown posts with the reflector located 42" above the as shown. Mount object markers on 4" x 4" x 6'-0"

" unless other-4 3CONCRETE: Chamfer exposed edges

2" unless otherwise shown. All bars are #4.

48" at 24" increments

12" thru 42" ty p

"8

"8

"8

"8 ty p

6"6" 6"6"

6"

2"

10" x 5"

"4 1x

OR PHF 146(4) D.9

guard angles corner. See Note 10.

Object marker each

NOTE:

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Pay Limits, cattle guard guard as shown in the

Nominal width of cattle

(See Details)

Standard grid unit types bid schedule

Slope to drain

CRANE RAIL

ASCE 40

TYPE I

TYPE II

SECTION VIEW

DETAIL A DETAIL B

PLAN

DETAIL C DETAIL D

DETAIL E

DETAIL F

ALUMINUM TUBING WING GUARD

END SUPPORT DETAIL

(4 required per cattle guard)

GUARD ANGLE DETAIL

STANDARD GRID UNIT TYPES

ACCEPTABLE ALTERNATE RAIL

WOOD WING GUARD ANGLE IRON WING GUARD

Lateral support

Rails drain pipe

(See Detail)

End support

See Detail B treated timber (S4S)

10d galvanized nails treated timber post (S4S) treated timber (S4S) timber braces (S4S)

See Detail A galvanized nails

Toenail with 16d flat washer w/nut and hex bolt sill (S4S)

Treated timber

Timber sill

See Detail D bars to angle iron guard angles

See Detail C treated timber post (S4S) flat washer w/nut and hex bolt flat washer w/nut and hex bolt post (S4S) or approved alternate

Place one object marker at each corner of the cattle guard roadway grade and template.

Construct the cattle guard to conform with the finished

Galvanize all hardware according to AASHTO M 111.

chromated copper arsenate according to AASHTO M 133.

All timber conforms to AASHTO M 168. Treat timber with tubing.

Use aluminum alloy 6061-T6 or 6063-T6 for aluminum welding to Section 555.

The minimum concrete cover to the face of any bar is to AASHTO ASTM A36 and is painted.

alternate sections. All other structural steel conforms contain a minimum of 0.2 percent copper, galvanize the

Steel or ASTM A 618, Grade 2. If the steel does not sections conforms to ASTM A 500, Grade B, Copper for ASCE 40 crane rail. Structural steel for alternate

STRUCTURAL STEEL: Rails conform to the requirements wise shown. Give all concrete surfaces a Class 1 finish.

See Detail F cut weld

Saddle

I & II rail

ASCE 40 rail aluminum tubing

(typ.)

pad to concrete bearing pad under elastomeric

(equal spacing)

A2 tie Bars

(typ.) welded to guard angle

A4 Bars wing guard only with wood

Timber sill-use

A1 Bars

A1 Bars

A5 Bars

A5 Bars

A3 tie Bars to provide for crown cut vertical leg only leg only. Field saw centers in vertical Face of end support after fabrication weld. Galvanize each assembly angle with full penetration butt

(2 each/base plate) w/flat washer and nut nut and flat washer rod threaded with

Base plate

See Detail E

Install channels and wood blocking on cattle guards damage to the paint system during installation.

Federal Standard 595B, Gray, 36231. Repair any to Section 555 and color the top coat according to

Requirements, shop apply paint system 2 according

Unless otherwise shown in the Special Contract is included in cattle guard unless otherwise shown.

Install drain pipe as shown where required. Drain pipe elevation of the lateral support concrete.

6" x 6" x 96" One 6" x 6" x 96"

Two 2" x 6" x 84"

One 2" x 6" x 72"

One 2" x 6" x 66"

One 2" x 6" x 48"

One 2" x 6" x 18"

STANDARD APPROVED FOR USE 6/2005

DRAFT: 5/2008

REVISED:

619-2

CATTLE GUARD

Reinforcing steel, lb

Rail, Type II

Rail, Type I

Rail, ASCE 40

W 8 x 18 beams

Total concrete, yd3

Concrete end supports, yd3

Concrete lateral supports, yd3

Grid unit B (8 ft)

Grid unit A (6 ft)

#4 Reinforcing bars, A5

#4 Reinforcing bars, A4

#4 Reinforcing bars, A3

#4 Reinforcing bars, A2

#4 Reinforcing bars, A1

0.668 lb/ft

6.86 lb/ft

Approx. 5.22 lb/ft

13.30 lb/ft

Beams 18 lb/ft

12' 14' 16' 18' 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 42' s te e l, l b

2" x 8" x 96"

" dia. x 6"8 33 each

" dia. x 6"4 34 each

4" tubing.

" x 5" x 10"4 12 each approved alternate treated S4S or

One 6" x 6" x 84"

" x 9"2 1One

" x 24"2 1One

" x 39"2 1One

" x 54"2 1One

" x 66"2 1One aluminum tubing

" x 30"8 1One 2" OD x aluminum tubing

" x 72"8 1One 2" OD x aluminum tubing

" x 165"8 1One 2" OD x galvanized steel angle

" x 87"4 1Two 2" x 2" x galvanized steel angle

" x 73"4 1One 2" x 2" x

" x 78"2 1One

140"

156"

108"

86"

92"

164"

180"

108"

86"

92"

188"

204"

108"

86"

92"

212"

228"

108"

86"

92"

236"

252"

108"

86"

92"

260"

276"

108"

86"

92"

284"

300"

108"

86"

92"

308"

324"

108"

86"

92"

332"

348"

108"

86"

92"

356"

372"

108"

86"

92"

380"

396"

108"

86"

92"

404"

420"

107"

86"

92"

428"

444"

108"

86"

92"

452"

468"

108"

86"

92"

476"

492"

108"

86"

92"

500"

516"

108"

86"

92"

5.59

4.03

1.56

6.26

4.70

1.56

6.93

5.37

1.56

7.60

6.04

1.56

8.27

6.71

1.56

8.94

7.38

1.56

9.61

8.05

1.56

10.29

8.73

1.56

11.63

10.07

1.56

10.96

9.40

1.56

12.30

10.74

1.56

12.97

11.41

1.56

13.64

12.08

1.56

14.31

12.75

1.56

14.98

13.42

1.56

15.66

14.10

1.56

" dia. x 6"8

"4 1Type I or Type II, 71 long 13 each

4 each W 8 x 18 x 77"

"4 1Type I or Type II, 95 long 13 each

5 each W 8 x 18 x 77"

" dia. x 7" hex bolts2

" dia. x 16" galvanized4 washers & 3" radius

STATE PROJECT

NUMBER

SHEET

D.10

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 o f1 fk .d g n

PFH 146(4)OR

NO SCALE

CATTLE GUARD

CATTLE GUARD WING

REINFORCING STEEL, CONCRETE, STRUCTURAL STEEL, AND GRID UNIT TABLE OF QUANTITIES

DESCRIPTION

LENGTH

REMARKS

WOOD WING

GRID UNIT TYPE B

GRID UNIT TYPE A

No. 4

No. 5

No. 6

Post

None

None

None

OF MATERIALS

GRID UNIT LIST

assembly anchor

Bottom assembly anchor

Top as required.

galvanized nails post with 16d supports to the

Toenail diagonal

S tr u c tu r a l

NOMINAL CATTLE GUARD WIDTH

DESCRIPTION

PART

support

Middle supports diagonal

Outside

ANGLE IRON WING ALUMINUM TUBING WING

treated S4S treated S4S treated S4S treated S4S treated S4S galvanized steel bar galvanized steel bar galvanized steel bar galvanized steel bar galvanized steel bar treated S4S and nut bolt w/flat washer

Attach steel L iron to embeded in concrete.

galvanized hex bolts w/nut and flat washer galvanized hex bolt galvanized steel bar approved alternate treated S4S or hook in other end.

one end w/nut and steel rod threaded on the bolts with washer & nuts.

Attach the flat iron plates to embedded in concrete.

galvanized hex bolts flat irons welded to

(with minimum spacing), tubular cross bar sections, minimum spacing), or II

ASCE 40 crane rail (with

(with minimum spacing), tubular cross bar sections, minimum spacing), or II

ASCE 40 crane rail (with w/16d galvanized nails.

supports to wooden sill

Toenail diagonal embedded in concrete.

w/nuts & washers to concrete w/ 3 each treated S4S sill attached

QTY

(TWO REQUIRED PER INSTALLATION)

LIST OF MATERIALS PER WING

brace No. 1

Horizontal

QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH QTY LENGTH

No. 2

No. 3 None

None

None

None

See Grid Unit List of Materials

See Grid Unit List of Materials

See Bar Bending Detail

See Bar Bending Detail

* Structural steel weights do not include hardware or guard angle.

5" 5" 9"

2"

3"

3"

14"

6"

4"

W 8 x 18

C 5 x 6.7

" shim8

6" x 2" x

2"

" x 8" studs2 1to

"8 1L 1" x 1" x

BAR BENDING DETAIL

ISOMETRIC VIEW

DETAIL A

A2 A3 both sides

Tack weld bearing pad

Elastomeric

Rail (typ.)

and the angle may be a continuous section.

the two interior studs may be eliminated sill. For the aluminum tubing wing guard, the angle iron shall set on top of the wood guards. When the wood wing guard is used, middle leg of the angle iron and wood wing

Leave a suitable gap to accommodate the and lateral supports.

units and between grid unit required only between grid

Wood block and channel

Cutaway to show detail

Tack weld

DRAFT: 6/2008

REVISED:

619-3

PRECAST FOUNDATION

CATTLE GUARD

8'-0"

8'-0"

6'-0"

6'-0"

36"

70"

26"

17"

98"

85"

36"

70"

26"

92"

85"

36"

70"

26"

68"

85"

36"

70"

26"

17"

74"

85"

12.0

77.9

8.7

7.6

54.6

33.1

16.0

77.9

17.4

51.2

37.9

16.0

70.1

17.4

37.9

37.9

12.0

70.1

8.7

7.6

41.2

33.1

1.89

1.90

2.34

2.32

CUYD

STATE PROJECT

NUMBER

SHEET

D.11

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 o f1 fl .d g n

PFH 146(4)OR

NO SCALE

PRECAST CATTLE GUARD

REINFORCING STEEL AND CONCRETE

MARK

BAR

BARS

No. of

UNIT LENGTH

MASS CONCRETE

END

INTERIOR

INTERIOR

END

B5

B6

B4

B1

B2

B3

B5

B6

B4

B2

B3

B5

B6

B4

B2

B3

B5

B6

B4

B1

B2

B3

LB

"2

"2 15 "2

"2

15"2

"2

"2

"2 ty p ty p for 8'-0" units

4 spacers at 21" for 8'-0" units

5 - W 8 x 18 at 21" ty p

See Standard 619-1 for reinforcing steel size

See Standard 619-1 and 2 for cattle guard wing

" unless 4 3Chamfer exposed concrete edges in fine aggregate bed 3 inch thick over hand

Minimum soil bearing 4,000 lb/ft2. Place units

5"

5"

5"

5 2

12"

7"

14"

14"

3"

14" m in

" dia. A 307 threaded rod w/ washer4

" dia. anchor stud.8 34" long

Space anchors at 12" centers. Weld

12" for ASCE 40 rail

"4 1" x 2

1" x 12 1L 1

" dia. x 20" bolt4

"8 32" x 2" x studs on 12" centers (typ.).

" welded8 3" w/ 4

1" x 2 1" x 12

1L 1

W 8 x 18

89" ty p

18"53"18"

Clr. (typ.)

2"

"8 3 "8

3"

"2 15"2

15 "2 15"2

B6 Bars at 10" (typ.)

" dia. ferrule loop inserts 4 per unit (typ.)4 under W 8 x 18 bond pad to conc. (typ.)

" elastomeric bearing pad 8 37" x 5" x

14"61"14"

89" ty p ty p

18"6"41"6"18"

"2 15 "2 ty p

18"

89"

18" ty p

(typ.)

11"

18"6"41"6"18"

"2 15"2

15 "2 15"2

3 - B3 at 8"

B1 Bars at 9" (typ.)

B3 Bars at 8" (typ.)

B4 Bars at 9" (typ.)

bearing pad under W 8 x 18, " elastomeric8 37" x 5" x ty p

(typ.)

"2

"2 1 "2

1"2 1"2

4 - W 8 x 18 at 20"

20" "2 116 "8

(typ.)

4"

6"8'-0" End unit6'-0" or 8'-0" Interior unit6'-0" End unit6"

W 8 x 18

"2 1" x 12

1L 1

"4 1x

3 spacers at 20"

22"4 spacers at 21"17"16"for 6'-0" units16"16"3 spacers at22"

"2 1115 - W 8 x 18 at 21""2

111for 6'-0" units"2 1114 - W 8 x 18"2 d r a in p ip e m in at 20"

" for Type I 2

"4 36 - B4 Bars at 10

45°

NOTE:

KEY DETAILGUARD ANGLE DETAIL

BAR BENDING DETAIL

SECTION A-A

SECTION C-C

SECTION E-E

PLAN

ELEVATION

SECTION D-D

B4 B6 B5

PLAN

SECTION B-B

B C D

DCB

AA

and grade.

selected cattle guard wing.

details. Fabricate end units to accommodate leveled soil compacted to not less than 95% density.

Approved alternate designs may be used.

Class 1 finish.

otherwise shown. Give all concrete surfaces a

5.

4.

3.

2.

1.

E

E

Units are furnished as required by specified cattle guard width

(typ.)

Rails

(See Key Detail)

Key between units

Spacer (typ.)

4 - B3 Bars as shown

(See Key Detail)

Key between units

B3 Bars as shown

B5 Bars as shown (typ.)

B5 Bars (typ.)

(typ.)

4° draft

(typ.)

bond pad to conc. (typ.)

B5 Bars as shown (typ.)

and Type II rail

Lock with second nut.

Hand tighten first nut.

& 2-hex nuts. Galvanize all parts.

Galvanize each assembly after fabrication.

to angle with full penetration butt weld.

w/ nut & washer (typ.)

penetration butt weld (typ.)

Weld studs to angle with full neoprene pad

B2 Bars as shown (typ.)

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

10101 762314.365 8872616.043 2928.816 45°43'39.774851"N 117°52'26.072712"W 2869.6526 0.99980509 5/8" IR w/FHWA Alum cap 1.

10102 762800.964 8872744.115 2955.165 45°43'44.535401"N 117°52'24.045259"W 2896.0049 0.99980406 5/8" IR w/FHWA Alum cap

10103 763915.037 8873277.982 3012.573 45°43'55.357398"N 117°52'16.012193"W 2953.4227 0.99980183 5/8" IR w/FHWA Alum cap

10104 764232.832 8873446.247 3001.716 45°43'58.439264"N 117°52'13.495439"W 2942.569 0.9998025 5/8" IR w/FHWA Alum cap

10105 764381.387 8873958.428 2975.907 45°43'59.740545"N 117°52'06.210188"W 2916.7731 0.99980379 5/8" IR w/FHWA Alum cap

10106 765149.622 8874349.307 2937.628 45°44'07.195558"N 117°52'00.349407"W 2878.5007 0.99980598 5/8" IR w/FHWA Alum cap

10107 765502.173 8874242.861 2919.206 45°44'10.708678"N 117°52'01.687425"W 2860.0754 0.99980703 5/8" IR w/FHWA Alum cap

10108 765863.936 8874066.867 2902.640 45°44'14.335062"N 117°52'04.001321"W 2843.5061 0.99980799 5/8" IR w/FHWA Alum cap

10109 766135.882 8873847.322 2887.820 45°44'17.089146"N 117°52'06.970266"W 2828.6796 0.99980883 5/8" IR w/FHWA Alum cap

10110 766495.935 8873736.575 2867.571 45°44'20.677651"N 117°52'08.365631"W 2808.4273 0.99980997 5/8" IR w/FHWA Alum cap

10111 767020.623 8873621.444 2843.663 45°44'25.892130"N 117°52'09.747253"W 2784.516 0.99981137 5/8" IR w/FHWA Alum cap

10112 767425.223 8873522.539 2830.815 45°44'29.916394"N 117°52'10.955392"W 2771.6647 0.99981218 5/8" IR w/FHWA Alum cap

10113 768009.626 8873486.813 2810.868 45°44'35.694594"N 117°52'11.190653"W 2751.7177 0.99981341 5/8" IR w/FHWA Alum cap

10114 768366.781 8873222.127 2791.435 45°44'39.303940"N 117°52'14.757110"W 2732.2782 0.99981451 5/8" IR w/FHWA Alum cap

10115 768654.608 8873034.793 2777.951 45°44'42.204304"N 117°52'17.265304"W 2718.7876 0.9998153 5/8" IR w/FHWA Alum cap

10116 769010.377 8872965.557 2761.755 45°44'45.737163"N 117°52'18.077926"W 2702.5916 0.99981625 5/8" IR w/FHWA Alum cap

10117 769522.923 8872913.298 2730.357 45°44'50.811595"N 117°52'18.579390"W 2671.1903 0.99981799 5/8" IR w/FHWA Alum cap

10118 769948.620 8872556.392…