Plans_Hagg-Lake_MP27.pdf

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

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

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

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

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

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

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

P

M a y

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d m p P la n S h e e ts .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2WASH 2015(2)OR

VICINITY MAP

PATTON

VALLE

Y

GROVE

CHERRY

GASTON

DILLEY

Stimson Mill

WASHINGTON COUNTY

H E N

R Y H

A G

G L

A K E

R iv e r

Scoggins Creek

Tualatin

BEGIN PROJECT

N

FOREST GROVE

Springtown Road

R a il ro a d

SCALE IN MILES

0 12

S coggins V alley Road

T u a la ti n V a ll e y H ig h w a y

Patton Valley Road

S p r in g H il l

R o a d

430+50

SW WEST SHORE DR.

435+00

SW WEST SHORE DR.

END PROJECT

Staging site

Recreation Area #15

Bobcat Cove (MP 4.2)

Staging site

Recreation Area #4

South Shore (MP 1.3)

Scoggins

Valley Road

Bureau of

Reclamation boundary

A-East waste site for vegetation trimmings and wood chippings

SW West Shore Drive

A.3

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

Sheet and Description

Section C Section D Section E Section F

Typical Section

Plan & Profile

Temporary Erosion Control

Temporary Traffic Control

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 60 10 70

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 630 70 700

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 1 1 2

A0180 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 1 1

A0200 20101-0000 CLEARING AND GRUBBING ACRE 1.3 0.2 1.5

A0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0240 20315-0000 SAWCUTTING PAVEMENT LNFT 80 5 85

A0260 20401-0000 ROADWAY EXCAVATION CUYD 1,502 148 1,650

A0280 20411-0000 SELECT BORROW TON 1,500 150 1,650

A0300 20420-0000 EMBANKMENT CONSTRUCTION CUYD 14,900 1,500 16,400

A0320 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE D (NON WOVEN) SQYD 6,100 600 6,700

A0340 20801-0000 STRUCTURE EXCAVATION CUYD 27,750 27,750

A0360 25205-0000 ROCK BUTTRESS CUYD 13,400 1,400 14,800

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 975 10 115 1,100

A0400 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 437 13 450

A0420 60201-0600 18-INCH PIPE CULVERT LNFT 21 4 25

A0440 60501-0000 STANDARD UNDERDRAIN SYSTEM (NORTH DRAIN) LNFT 173 27 200

A0460 60501-0000 STANDARD UNDERDRAIN SYSTEM (SOUTH DRAIN) LNFT 122 28 150

A0480 60901-0000 CURB, CONCRETE LNFT 170 30 200

A0500 62201-3000 HYDRAULIC EXCAVATOR HOUR 16 16

A0520 62301-0000 GENERAL LABOR HOUR 16 16

A0540 62502-0000 TURF ESTABLISHMENT SQYD 6,000 600 6,600

A0560 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0580 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR LPSM ALL

A0600 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 4 12

A0620 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 1,200 100 1,300

A0640 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 137 13 150

A0660 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 240 60 300

8- M ay -2

:5

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

Es tim at e_ H ag g-

La ke

_M P2

7.

xl sx ]S he et

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

B.1WASH 2015(2)OR

SHEET

NUMBER

SECTION QUANTITIES

TABULATION OF TYPICAL

C.1

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C

J o r g e n s

B u r

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

Quantities are for information only.[1]

Profile grade

LC Mainline

Existing ground

430+50 to 435+00

NO SCALE

(MP 2.722)

TYPICAL SECTION

20"

6"

" R8

" R4

6:1 batter

8-inch compacted depth

Roadway aggregate, method 2

CSS-1H, SS-1, or SS-1H) between lifts

2-inch lifts. Tack coat (Grade CSS-1, 4-inch compacted depth, placed in

Asphalt concrete pavement, type 1

12-inch depth (min.)

Select borrow

MP 2.722

TYPICAL SECTION

Point available in survey notes

Pull aggregate base to cover safety edge

Red top

Aggregate base course

First lift of asphalt

Second lift of asphalt

SAFETY EDGE DETAIL

4:1 4:1

CONCRETE CURB DETAIL

8"

Finished grade

[1]

Var ies

[1]

Var ies

FOOTNOTE:

[1] Varies [1]Varies

12'8' 12' 8'

Select borrow

8-inch compacted depth

Roadway aggregate, method 2

433+30 to 435+00 (RT)

PAVEMENT CONNECTION DETAIL

430+50 and 435+00

Embankment[2]

Construct slopes and ditches as shown in the staking report.

Use conserved suitable material from structural excavation for roadway embankment.

[1]

[2]

Future 2" overlay

Existing roadway

Sawcut

New pavement

C.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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C

J o r g e n s

B u r

C h e c k e d b y

D e s ig n e d b

FOOTNOTE:

Quantities for information only.[1]

QUANTITIES

TABULATION OF PLAN

D.1

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b

440 450

.9

.9

.9

.9

.9

.9

.1

.1

.3

.2

.3

.6

.0

.5

.9

.6

S D

.2

.8

.1

.8

A U

A U

A U

A U

A U

A/U

A/U

A/U

A/U

A/U

A/U

A/U A/U

A/U

A/U

A/U

A/U

A U

A U

A U

A U

.8

+0.4525%

320' VC

K = 69

SSD = 394'

.9

.8

+5.

.5

N

NOTE:

MP 2.722

1V:1H

V .5

H

V

H

1V:

1H

2:

1 2:1

PATH REPAIR DETAIL

exist Match

ELEVATION

12" Cover min.

BEGIN PROJECT

SW WEST SHORE DR.

430+50

SW WEST SHORE DR.

435+00

END PROJECT

EL= 436.93'

E= 7,502,85

N= 672,594

EL= 428.27'

E= 7,502,955

N= 673,033

18" CMP Pipe culvert

18" CMP Pipe culvert - 21 LNFT

(by others)

Removal of sign compacted depth method 2, 6-inch

Roadway aggregate, compacted depth method 2, 6-inch

Roadway aggregate, SCALE IN FEET

050 50 100 150

Remove monitoring well monitoring well

Remove

SECTION

Culvert backfill

Culvert backfill

(by others)

Removal of sign and grading details.

See sheet D.3 for shear key excavation 1.

path

Exist

2% (min.)

Sawcut Sawcut

Shear key reset signs

Remove and

SW WEST SHORE DR

SW HANKINS RD

E=7,503,237

N=672,942

E=7,503,108

N=672,943 E=7,503,096

N=672,910

E=7,503,064

N=672,996

E=7,503,119

N=672,585

E=7,503,078

N=672,829

E=7,503,024

N=672,649 ground

Existing

E=7,503,247

N=672,948

E=7,503,247

N=672,938

E=7,503,108

N=672,585

E=7,503,114

N=672,576

E=7,502,898

N=672,642

Clearing limits

Remove pipe culvert

(by others)

(concrete barrier)

Remove of guardrail (by others)

(concrete barrier)

Remove of guardrail

Profile grade

Existing ground

See detail this sheet

Path repair constructed

Line to be

Authorized Use limits

EL=399.79

E=7,502,965

N=672,665

EL=397.42

E=7,503,001

N=672,643EL=386.33

E=7,503,065

N=672,938

EL=390.09

E=7,503,018

N=672,920

E=7,503,076

N=672,402

E=7,502,865

N=672,402

See sheet D.4 for details

North underdrain system

See sheet D.4 for details

South underdrain system

Place as directed by CO

18" CMP Pipe culvert

E=7,502,962

N=672,957

E=7,502,983

N=673,018

E=7,503,253

N=672,946

E=7,503,253

N=672,578

CUYD

EXC.

CUYD

EMB.

437+50435+00432+50430+00427+50425+00

410 410

415 415

420 420

425 425

430 430

435 435

440 440

445 445

450 450

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s

B u r

C h e c k e d b y

D e s ig n e d b y

51 (For information only)

NOTE:

LC

BENCHING DETAILS

BASE OF SHEAR KEY

Approximate shear zone

Slope to drain

NO SCALE

SECTION A-A

SHEAR KEY DETAILS

MP 2.722

A

A

N along cut slo pe

Limits of geo textile

Approximate shear zone

40'

Embankment

FOOTNOTE:

[1] as approved by the CO.

Excavate and bench to competent bedrock (below shear zone)

1V:1.5H

V :1

H

D.2 for locations

Underdrain, See sheet Rock for buttress

Rock for buttress

4' min.

1' (min.), 4' (max.)

1' min.

Temporary cut slope

Temporary cut slope

Roadway embankment material between rock buttress and class 1, type D, non-woven

Separation geotextile

See plan sheets for approximate excavation limits.

below the shear zone. See benching detail.

Excavate soil and rock to expose and remove[1] three slopes as shown on detail type D, non-woven placed on

Separation geotextile class 1, 3.

2.

1.

GEOTEXTILE SLOPE PLACEMENT DETAIL

after benching

Surface excavation and backfill

Continue increments of

Step 1 excavation limit

Step 3 excavation limitbackfill

Step 4 backfill

Step 2

Bottom of shear key Top of slopeBase of shear key[1]

30' (max.)30' (max.)

slope

Temporary

BACKFILL SEQUENCE SECTION

EXCAVATION AND

See sheet E.2 for turf establishment limits.

for buttress material.

Protect work area to prevent contamination or silting of rock or as approved by CO. Refer to excavation and backfill sequence section.

Backfill shear key to top of rock for buttress at the end of each day, Excavate and backfill in segments up to 30-feet maximum length.

Temporary cut slope

Approximate shear zone

Top of rock for buttress

D.3

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b

NO SCALE

Pay limits of excavation shown thus:

UNDERDRAIN (SHEAR KEY DRAIN)

with granular backfill

Geotextile wrapped underdrain

UNDERDRAIN OUTLET PROFILE

BACKFILL SEQUENCE SECTION

UNDERDRAIN EXCAVATION AND

Granular backfill

Sl. 2% (1% min.)

6" Ø HDPE corrugated perf. pipe geotextile, class 1, type D

Separation-stabilization

Existing ground

NORTH UNDERDRAIN

granular backfill

Trench drain with incidental to underdrain overflow pipe is perf. pipe (overflow)

6" Ø HDPE corrugated

6" Ø HDPE corrugated perf. pipe geotextile, class 1, type D

Separation-stabilization

Existing ground

SOUTH UNDERDRAIN

granular backfill

Trench drain with

SHEAR KEY DETAILS

MP 2.722

NOTES:

construction of underdrain providing stability for as possible while

Cut side slopes as steep construction of underdrain providing stability for as possible while

Cut side slopes as steep and top.

3. Fully encompass granular backfill with geotextile including sides, bottom,

2. Protect work area to prevent contamination or silting of granular backfill.

Refer to trench drain excavation and backfill sequence profile, this sheet.

to 30-feet maximum length. Backfill trench at end of each day.

1. Excavate trench, install geotextile and backfill in segments up

6"Ø HDPE corrugated perf. pipe

1'

D e p th v a r ie s

D e p th v a r ie s

5' drain with geotextile

Wrap face of trench ground unless otherwise shown

Match slope to existing

5'

Bottom of underdrain

Daylight underdrain at outlet

Existing ground

30' (max.)30' (max.)

excavation and backfill

Continue increments of

Step 1 excavation limit

Step 3 excavation limit

Temporary slope backfill

Step 4 backfill

Step 2

Top of existing ground

5' geotextile, class 1, type D

Separation-stabilization as approved by CO

Provide varmit screen centered on perforated pipe

Filter rock 2' x 5' x 5'

D.4

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s

B u r

C h e c k e d b y

D e s ig n e d b

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

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

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

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

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

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

NO SCALE

4.

3.

2.

1.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

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

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

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

of camber or increase the pipe culvert gradient.

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

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

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

Measure minimum cover from the top of the corrugation pipe.

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

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

602-1

METAL PIPE CULVERT

STATE PROJECT

NUMBER

SHEET

D.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WASH 2015(2) OR

I n t_ ft m y fi le s p w p r o d u c ti o n d m p P la n S h e e ts .d g n a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

REVISED: 4/1994 6/2005

or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth. Or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

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

"/foot of cover,2

NO SCALE

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

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

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

When directed, camber pipe culverts upward from a chord

3.

2.

1.

be adjusted to tie into impervious material.

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

Construct piping plug of impermeable backfill

MULTIPLE PIPE INSTALLATION

PIPING PLUG

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

ON UNSTABLE MATERIAL

NATURAL GROUND

ABOVE AND BELOW

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench

HH

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

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H whichever is less

Half diameter or

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section minimum

1'-0"

602-3

STATE PROJECT

NUMBER

SHEET

D.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WASH 2015(2) OR

I n t_ ft m y fi le s p w p r o d u c ti o n d m p P la n S h e e ts .d g n a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

2H or 12' (max.)

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

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

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

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

23 672444.805 7502860.403 435.977 Mag Nail and Washer

33 672918.959 7502948.418 434.620 Mag Nail and Washer

74 672422.013 7502850.181 436.915 Mag Nail and Washer

75 672424.117 7502730.189 437.414 Hub w/Nail

76 672404.620 7503026.783 412.021 Hub w/Nail

87 672562.006 7503140.434 391.002 Hub w/Nail

NOTE:

To convert local coordinates to NAD 83 (2011) Oregon North SPCS,Scale the Coordinates by the combined scale scale factor of 1.000000667

PROJECT :Hagg Lake Perimeter Road, MP 2.7 slide repair DATE OF FIELD WORK : 3/2015 by Dave Mills Consulting Inc

PROJECT UNITS : International Feet COORDINATE SYSTEM : Ground coordinates scaled from Oregon State Plane North NAD 83(2011)

VERTICAL DATUM :NGVD29 per Washington county Bench Mark #542

GROUND COORDINATES

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

H ag g_

La ke

_c on tr ol sh ee t_ m p2 .7

.x ls x] S he et

-A pr

-2

2:

P

M C on su lt an t

C on su lt an t

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.7

SHEET

NUMBER

WASH 2015(2)OR

SURVEY CONTROL

T

S D

NO SCALE

82 431.55

HUB W/MAG

84 414.17

HUB W/MAG

83 425.92

HUB W/MAG

85 419.33

HUB W/MAG

89 421.65

HUB W/MAG

86 398.22

HUB W/MAG

87 391.00

HUB W/MAG

76 412.02

HUB W/AG

88 430.37

HUB W/MAG

MAG W/WASHER

435.98

436.92

MAG W/WASHER

HUB W/MAG

75 437.41

476.63

HUB W/MAG

HUB W/MAG

486.0278

79 473.21

HUB W/MAG

80 459.80

HUB W/MAG

81 446.07

HUB W/MAG

HUB W/MAG

431.5690

MAG W/WASHER

434.62

95 450.11

HUB W/MAG

N

PLAN LAYOUT

SURVEY CONTROL

Shear key limits

Clearing limits

NOTE:

1.Confirm location of all control points before using.

SW WEST SHORE DR

S W H

A N

K

IN

S R

D

D.8

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s

B u r

C h e c k e d b y

D e s ig n e d b

EROSION CONTROL QUANTITIES

TABULATION OF TEMPORARY

E.1

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b

0 3

N

CONTROL PLAN

TEMPORARY EROSIONSCALE IN FEET

025 25 50 75

LEGEND: NOTES:

SW WEST SHORE DR

Fiber rolls

Check dam

Silt fence

See sheet D.2 for clearing limits

Turf establishment limits

Existing trail

E.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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s

B u r

C h e c k e d b y

D e s ig n e d b y

1. Contractor to determine location of construction entrance.

50' (min.)

Vegetative buffer no erosion control needed

50' Vegetative buffer

Silt fences

Turf establishment

Silt fence

Fiber rolls

Flow direction

NO SCALE

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil fo r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

REVISED: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WASH 2015(2)OR

I n t_ ft m y fi le s p w p r o d u c ti o n d m p P la n S h e e ts .d g n

A a y

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely 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

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench m in m in m in

Se e N ote

6%

5%

4%

3%

2%

NO SCALE

6%

5%

4%

3%

2%

5%

4%

3%

2%

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

stakes. Drive stakes at each end of the fiber roll and at

Install check dams in ditches perpendicular to the flowline.

installation.

Repair all rills or gullies and properly compact prior to functional requirements of the check dam device.

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

REVISED: 7/2016

WESTERN FEDERAL LANDS HIGHWAY DIVISION

MODERATE GRADE

CHECK DAMS

W157-15

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WASH 2015(2)OR

I n t_ ft m y fi le s p w p r o d u c ti o n d m p P la n S h e e ts .d g n a y

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

Gravel bag the ends. See Note 6 to prevent flow around

Curve ends upstream

Filter rock

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

SPACING (max.)

CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on on ditch grades steeper than 6%.

* Do not use gravel bag check dams

(FT)

(FT)

(FT)

Trench 2" (min.)

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

Expose stakes 2-inches (min.) above top of fiber roll.

2-foot (max.) spacing.

m in

9" Ø minimum fiber roll.

m in m in

"6 m in

REVISED: 7/2016

WESTERN FEDERAL LANDS HIGHWAY DIVISION

NO SCALE

STABILIZED CONSTRUCTION EXIT

ENTRANCE

CONSTRUCTION

W157-19

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WASH 2015(2) OR

I n t_ ft m y fi le s p w p r o d u c ti o n d m p P la n S h e e ts .d g n a y ty p.

NOTE:

4.

3.

2.

1.

Existing paved roadway

Adjust length to fit field conditions as approved.

built up sediment.

Minimize tracking onto paved roadway by removing crosses existing drainage ditches.

Provide temporary drainage culvert where entrance

Construct drainage ditches along entrance as directed.

Use this entrance for construction vehicles only.

movement of typical truck using exit

Construct radius to allow turning geotextile, class 2, type E

Separation-stabilization

Filter rock in gr es s / e gr es s ar ea

Pr ov id e fu ll w id th o f

50' (typ.)

6" (min.)

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(FT)

(FT)

Excavate trench 2"

1" x 1" or 1" Ø

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

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

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

D ire c tio n o f ru n o ff 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.)

ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

FIBER ROLLS

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WASH 2015(2) OR

I n t_ ft m y fi le s p w p r o d u c ti o n d m p P la n S h e e ts .d g n a y

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

F.1

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b

S

ROAD

CLOSED

ROAD

CLOSED

N

(Mounted on barricade)

30" x 48"

R11-2

(Mounted on barricade)

30" x 48"

R11-2

See sheet F.3 for advanced warning signage.1.

TRAFFIC CONTROL PLAN

TEMPORARYSCALE IN FEET

050 50 100 150

Type III barricades, typ.

SW WEST SHORE DR

S W H

A N

K I N

S R

D markings (by others)

Install temporary pavement

430+50 to 435+00

Install after clearing

High visibility fencing(keep open to public)

Disc golf parking

F.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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

N

SCALE IN MILES

Stimson Mill

WASHINGTON COUNTY

H E N

R Y H

A G

G L

A K E

CLOSED

ROAD

500 FT

CLOSED

ROAD

1000 FT

PROJECT LOCATION

S W

H ankins

R d

S

W Lee Rd

Stimson Mainline Rd

CLOSED

ROAD

500 FT

CLOSED

ROAD

1000 FT

36"x36"

W20-3

36"x36"

W20-3

36"x36"

W20-3

36"x36"

W20-3 36"x36"

W20-3

SW Sain

Creek Rd d R n ei p et

S W

S daoR yell aV sniggocS WS da oR y ell aV s nig gocS WS

TRAFFIC CONTROL PLAN

TEMPORARY

CLOSED

ROAD

3 MILES

36"x36"

W20-3

CLOSED

ROAD

8 MILES

da o

R y el l a V sniggo

S W

S

36"x36"

W20-3

CLOSED

ROAD

AHEAD

36"x36"

W20-3

CLOSED

ROAD

AHEAD

36"x36"

W20-3

SAIN CREEK 3.7m

BOAT RAMP C 4.0m

15"x21"

M6-3 existing sign

Mount over r

D erohS tseW W

S

CLOSED

ROAD

3 MILES

Park Fee

Station

Cover distances

4'-6"

3'-0"

4"

4"C

4"

4"C

4"

4"C

4"

4"C

4"

"8 3R= 1

"4

3TH=

"2

1IN=

BORDER:

Sign locations are approximate, final location as approved by CO.

54"x36"

Sign 1

(Black on orange)

SIGN 1 DETAIL

F.3

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

1.

TYPICAL SECTION

ELEVATION

ELEVATION - ON SLOPE

FENCING DETAILS

PLASTIC (HIGH VISIBILITY)

NO SCALE

F.4

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 p P la n S h e e ts .d g n

OR WASH 2015(2)

a y

C J o r g e n s o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

T y p

T y p unstable soil) (deeper for 1'-0" min.

6'-0" max.

material

Fencing

2×2 wood post

Staple top tie

50# min. tensile strength, uv stabilized

Self-locking tie ~ nylon 6/6 (min. grade), material

Fencing

Steel t-bar post

50# min. tensile strength, uv stabilized

Self-locking tie ~ nylon 6/6 (min. grade), ultra-violet resistant, orange color polypropylene mesh, and shall be

High density polyethylene or steel T-bar post

2×2 Wood or

Vertical post, typ.

NOTE:

to support the fence through the life of the project.

Post shall have sufficient strength and durability1.

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

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

635-14

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

F.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WASH 2015(2)OR

I n t_ ft m y fi le s p w p r o d u c ti o n d m p P la n S h e e ts .d g n a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

NOTE:

See table for hole size parallel to sign face.

Field drill holes through post