Haqg-Lake_Plans100_.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

A

M

O c to b e r

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2WASH 2015(1)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

END 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

Scoggins Valley Road

SW Westshore Drive

257+50

SW WEST SHORE DR.

574+45

SW WEST SHORE DR.

MP 4.602

DEEP PATCH

331+00-336+50

MP 3.142

DEEP PATCH

408+65-412+00

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

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

OR WASH 2015(1)

J u n e

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 Section G Section H Section J

Typical Section

Plan & Profile

Site Development

Erosion Control Drainage

Temporary Traffic Control

Bridge 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 700 50 750

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 2,250 150 2,400

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 10 10

A0180 15710-0100 SOIL EROSION CONTROL, FILTER

ROCK CUYD 161 12 9 182

A0200 20101-0000 CLEARING AND GRUBBING ACRE 1.1 1.1

A0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 5 5

A0240 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 57 3 60

A0260 20302-1200 REMOVAL OF GUARDRAIL LNFT 3,925 275 4,200

A0280 20315-0000 SAWCUTTING PAVEMENT LNFT 160 10 170

A0300 20401-0000 ROADWAY EXCAVATION CUYD 1,477 123 1,600

A0320 20402-0000 SUBEXCAVATION CUYD 4,114 386 4,500

A0340 20411-0000 SELECT BORROW TON 9,850 950 10,800

A0360 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D SQYD 5,629 371 6,000

A0380 20703-2000 GEOGRID, STABILIZATION SQYD 16,054 1,246 17,300

A0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,288 212 3,500

A0420 30206-0500 ROADWAY AGGREGATE, SHOULDER

FINISHING LNFT 53,650 1,350 55,000

A0440 31002-1000 COLD IN-PLACE RECYCLED ASPHALT

BASE COURSE, TYPE A SQYD 68,225 6,775 75,000

A0460 31010-0000 EMULSIFIED ASPHALT TON 334 31 365

A0480 31011-0000 LIME TON 111 9 120

A0500 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL (PAVEMENT ROUGHNESS, TYPE

II-A) TON 14,491 509 15,000

A0520 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 145 10 155

A0540 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 925 75 1,000

A0560 40602-0000 FOG SEAL SQYD 68,225 6,775 75,000

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

5- O ct -2

2:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

H ag g-

La ke

_E st im at e.

xl sx ]S he et

STATE PROJECT

B.1WASH 2015(1)OR

NUMBER

Typical Section

Plan & Profile

Site Development

Erosion Control Drainage

Temporary Traffic Control

Bridge ALLOWANCE Bid Schedule

A0580 41201-0000 TACK COAT (GRADE CSS-1,

CSS-1H, SS-1, OR SS-1H) TON 59 2 4 65

A0600 41301-0600 ASPHALT PAVEMENT MILLING,

2-INCH DEPTH(MICRO MILLING) SQYD 1,238 112 1,350

A0620 41301-0600 ASPHALT PAVEMENT MILLING,

2-INCH DEPTH SQYD 2,664 236 2,900

A0640 41801-1000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 1 SQYD 1,600 100 1,700

A0660 41801-2000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 2 SQYD 422 28 450

A0680 57501-0000 MINOR BRIDGE WORK (SCOGGINS

CREEK) LPSM ALL ALL

A0700 57501-0000 MINOR BRIDGE WORK (SAIN CREEK) LPSM ALL ALL

A0720 60201-0400 12-INCH PIPE CULVERT LNFT 90 10 100

A0740 60201-0800 24-INCH PIPE CULVERT LNFT 171 19 190

A0760 60201-1000 36-INCH PIPE CULVERT LNFT 40 285 15 340

A0780 60212-0400 ELBOW, 12-INCH EACH 1 1

A0800 60403-1200 INLET, FLH TYPE 5A EACH 1 1

A0820 60409-0600 INLET TOP, METAL FRAME AND

GRATE, FLH TYPE 5 EACH 1 1

A0840 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 1,010 90 1,100

A0860 61001-0000 HORIZONTAL DRAIN PIPE LNFT 23,680 1,320 25,000

A0880 61005-0000 HORIZONTAL DRAIN JETTING LPSM ALL

A0900 61008-0000 HORIZONTAL DRAIN CASING AND

COLLAR EACH 60 60

A0920 61701-2000 GUARDRAIL SYSTEM G4, TYPE 4,

CLASS B WOOD POSTS LNFT 7,050 700 7,750

A0940 61701-4350 GUARDRAIL SYSTEM CRG, TYPE 4,

CLASS B LNFT 597 53 650

A0960 61702-0300 TERMINAL SECTION, TYPE G4-BAT EACH 1 1

A0980 61702-0400 TERMINAL SECTION, TYPE G4-CRT EACH 18 18

A1000 61702-0600 TERMINAL SECTION, TYPE FLARED EACH 19 19

A1020 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 27 27

A1040 61704-2000 REPLACEMENT POST, WOOD EACH 44 21 65

A1060 61704-4000 REPLACEMENT BLOCKOUT EACH 44 21 65

A1080 61707-1000 STRUCTURE TRANSITION RAILING,

G4 SYSTEM LNFT 152 152

A1100 61710-0000 RAISING GUARDRAIL LNFT 17,475 1,725 19,200

A1120 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20 20

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

5- O ct -2

2:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

H ag g-

La ke

_E st im at e.

xl sx ]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2WASH 2015(1)OR

Typical Section

Plan & Profile

Site Development

Erosion Control Drainage

Temporary Traffic Control

Bridge ALLOWANCE Bid Schedule

A1140 62201-0400 BACKHOE LOADER, 2 CUBIC F00T

MINIMUM RATED CAPACITY BUCKET

12-INCH WIDTH HOUR 20 20

A1160 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 20 20

A1180 62301-0000 GENERAL LABOR HOUR 40 40

A1200 62502-0000 TURF ESTABLISHMENT SQYD 4,000 200 4,200

A1220 62630-0100 PLANTINGS, SEEDLINGS, BARE ROO EACH 450 20 470

A1240 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

A1260 63502-0500 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 2 EACH 2 2 4

A1280 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 4 10

A1300 63502-0900 TEMPORARY TRAFFIC CONTROL,

CONE, TYPE 28-INCH EACH 200 20 220

A1320 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 600 50 650

A1340 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 127,180 7,820 135,000

A1360 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 245 25 270

A1380 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 130 10 140

A1400 63507-0800 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN DAY 120 10 130

A1420 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 2,600 100 2,700

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

5- O ct -2

2:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

H ag g-

La ke

_E st im at e.

xl sx ]S he et

3)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3WASH 2015(1)OR

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 o r a c a .d g n

OR WASH 2015(1)

P

A u g u s t

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:

[1]

[2]

[3]

[4]

(1.96 TON/CUYD).

(3% of 31002-2000 weight).

(1% of 31002-2000 weight).

(0.10 GAL/SQYD).

Profile grade

LC Mainline

Existing ground

Existing ground

VariesVaries

NO SCALE

NOTE:

post to achieve 6.25' spacing

Raise existing guardrail, add

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

Tack coat (Grade CSS-1, CSS-1H, SS-1, or SS-1H)

Tack coat (Grade CSS-1, 3.

2.

1.

Feather pavement overlay to edge

GUARDRAIL SECTION

marked by the CO.

underlying surfaces. All limits of preparation areas will be

See sheet C.1 for areas identified for preparation of guardrail locations will be field located by CO.

Guardrail alignment is for stationing reference only. All

See sheets D.1-5 for guardrail locations.

APPROACHES AND TURNOUTS

CONNECTION DETAIL AT PAVED

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

Tack coat (Grade CSS-1, approach or turnout

Existing paved

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

Tack coat (Grade CSS-1, 1:

Max . 1:3 Max.

milling, 0"-2" depth

Asphalt pavement

100'

2-inch compacted depth

(Pavement roughness, type II-A) size aggregate, 0.3 to <3 million ESAL

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, (Pavement roughness, type II-A) size aggregate, 0.3 to <3 million ESAL

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, 2-inch depth Min. (typ.)

Shoulder finishing

2-inch compacted depth

(Pavement roughness, type II-A) size aggregate, 0.3 to <3 million ESAL

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, AND AT BRIDGE LOCATIONS

AT BEGIN/END PROJECT

PAVEMENT TRANSITION DETAIL

574+45 End Project

397+59.50 End Bridge #1402

395+66.80 Begin Bridge #1402

299+70.40 End Bridge #1401

297+40.50 Begin Bridge #1401

256+50 Begin Project

Existing pavement structure asphalt base, type A

Cold in-place recycled

LC Mainline

Existing roadway surface

Match existing Match existing Existing ground

3' 3'

Existing pavement structure post to achieve 6.25' spacing, typ.

Raise existing guardrail, add

540+60 to 563+38

Saw cut

SHEET 1 OF 2

TYPICAL SECTION

563+38 to 574+45

257+50 to 540+60

TYPICAL SECTION OVERLAY

TYPICAL SECTION OVERLAY

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 o r a c b .d g n

OR WASH 2015(1)

S e p te m b e r

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

2-inch compacted depth

(Pavement roughness, type II-A) size aggregate, 0.3 to <3 million ESAL

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, CSS-1H, SS-1, or SS-1H)

Tack coat (Grade CSS-1, (Pavement roughness, type II-A) size aggregate, 0.3 to <3 million ESAL

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, LC Mainline

8-inch compacted depth

Roadway aggregate, method 2

12-inch depth

Select borrow

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

Varies (m atch existing)Va rie s ( m at ch e xis tin g)

Existing roadway surface

Match existing Match existing

CULVERT REPLACEMENT

TYPICAL SECTION

See Typical Section Overlay

Overlay 2-inch compacted depth

356+42 & 449+19

LC Mainline

Existing roadway surface

Match existing Match existing

PAVEMENT PATCH, TYPE 1

TYPICAL SECTION

PAVEMENT PATCH, TYPE 2

TYPICAL SECTION

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

Tack Coat Tack Coat

6-inch compacted depth method 2

Roadway aggregate, 386+50 to 388+50

434+75 to 487+50

494+75 to 495+50

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

NOTE:

3.

2.

1.

marked by the CO.

underlying surfaces. All limits of preparation areas will be

See sheet C.1 for areas identified for preparation of guardrail locations will be field located by CO.

Guardrail alignment is for stationing reference only. All

See sheets D.1-5 for guardrail locations.

424+50 to 430+50

Existing pavement structure

Existing pavement structure to a depth of 4-inches.

base and subgrade material

Remove damaged pavement, to a depth of 10-inches.

base and subgrade material

Remove damaged pavement, Turf establishment Turf establishment

SHEET 2 OF 2

TYPICAL SECTION

Existing roadway surface

Existing pavement structure

LC Mainline

ASPHALT BASE, TYPE A

COLD IN-PLACE RECYCLED

TYPICAL SECTION

according to Section 412 perimeter of patch

Tack coat around the

See C.1 for locations

Fog seal after placement

C.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 o r a c b .d g n

OR WASH 2015(1)

S e p te m b e r

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

3-inch compacted depth asphalt base, type A

Cold in-place recycled

PLAN QUANTITIES

TABULATION OF

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 o r a d a .d g n

OR WASH 2015(1)

A u g u s t

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:

[1] Guardrail runs perpendicular to alignment.

FOOTNOTE:

[1]

[2]

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 o r a d a .d g n

OR WASH 2015(1)

A u g u s t

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

Use 7' posts.

Quantity for information only.

FOOTNOTE:

[1]

[2]

[3]

[4]

New run of guardrail.

Use 7' posts.

Nested guardrail with 3.125 foot post spacing.

Guardrail runs perpendicular to alignment.

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 o r a d a .d g n

OR WASH 2015(1)

A u g u s t

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:

[1]

[2]

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 o r a d a .d g n

OR WASH 2015(1)

e p te m b e r

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

Connect to guardrail along SW Scoggins Valley Rd.

New run of guardrail.

[1] New run of guardrail.

PLAN QUANTITIES

TABULATION OF

D.5

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 o r a d a .d g n

OR WASH 2015(1)

A u g u s t

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

.5

SCALE IN FEET

50 0 50 100

N

N

258+50 TO 275+00

PLAN

SW SCOGGINS VALLEY RD

SW WEST SHORE DR

BEGIN PROJECT

257+50

SW WEST SHORE DR.

Raise guardrail

265+83.20 to 268+45.20, LT

Remove guardrail

268+45.20 to 268+95.20, LT Remove guardrail

271+52.00 to 271+77.00, LT

Raise guardrail

271+51.20 to 277+13.40, RT

Raise guardrail

271+77.00 to 277+40.00, LT

LEGEND:

R D

E R

O H

S T

S E

W W

S

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

1.

NOTE:

and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

271+51.20

Install terminal section, type tangent

265+83.20 LT

See sheets D.20-28 for guardrail and terminal section details.

SW

STEPIEN

RD

See sheet C.2 for details

Pavement transition

257+50 to 258+50

Line for reference only

Line for reference only

D.6

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 o r a d f.

d g n

OR WASH 2015(1)

A u g u s t

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

(Connect to guardrail #30) type 4, class B wood post

Install guardrail system G4, 268+45.20 to 271+77.00, LT

275+00 TO 305+00

PLAN

SCALE IN FEET

50 0 50 100

N

N

N

SW WEST SHORE DR

S W W

E S T S

H O

R E D

R

SW WEST SHORE DR

35a

35a type 4, class B wood post

Install guardrail system G4, 296+09.25 to 297+20.55, LT type 4, class B wood post

Install guardrail system G4, 295+65.13 to 297+23.11, RT type 4, class B wood post

Install guardrail system G4, 299+88.16 to 301+14.15, RT type 4, class B wood post

Install guardrail system G4, 277+40.00 to 277+77.53, LT

Remove guardrail

279+82.80 to 280+07.80, LT

Raise guardrail

280+07.80 to 285+61.30, LT

Remove guardrail

285+61.30 to 285+98.80, LT type 4, class B wood post

Install guardrail system G4, 285+61.30 to 286+48.80, LT

Remove guardrail

300+20.40, LT

299+70.40 to

Remove guardrail

295+80.50 to 297+40.50, RT

Raise guardrail

300+20.40 to 308+20.40, LT

Install terminal section, type tangent

286+48.80 LT

Install terminal section, type flared

277+13.40 RT

Install structure transition railing, G4 system

297+20.55 to 297+40.50, LT

Install structure transition railing, G4 system

299+70.40 to 299+90.36, LT

G4 system transition railing, Install structure

299+88.16, RT

299+70.40 to section, type flared

Install terminal

296+09.25

Remove guardrail

296+90.50 to 297+40.50, LT and terminal section type G4-CRT

Install guardrail system CRG, type 4, class B

295+65.13 RT

Install terminal section, type flared

301+14.15 RTSee sheet J.4 for details

Install bridge rail

297+40.50 to 299+70.40, RT

LEGEND:

XX

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

pavement removal detail

See sheet D.18 for bridge joint railing, G4 system

Install structure transition

297+23.11 to 297+40.50, RT type 4, class B wood post

Install guardrail system G4, 299+90.36 to 300+20.40, LT type 4, class B wood post

Install guardrail system G4, 279+32.80 to 280+07.80 LT

Install terminal section type G4-CRT

279+32.80 LT

See sheet D.18 for details

Bridge walkway transition

Install bridge rail, See sheet J.4 for details

297+40.50 to 299+70.40, LT & RT

Remove bridge railing, See sheet J.4 for details

297+40.50 to 299+70.40, LT & RT

See sheet C.2 for details

Pavement transition

See sheet C.2 for details

Pavement transition for quantities

See Sheets D.1-5

Guardrail reference No.

D.7

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 o r a d g .d g n

OR WASH 2015(1)

A u g u s t

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

Line for reference only

Line for reference only

Line for reference only section type G4-CRT type 4, class B and terminal

Install guardrail system CRG, 277+71.53 LT

305+00 to 335+00

PLAN

SCALE IN FEET

50 0 50 100

N

N

SW WEST SHORE DR

SW WEST SHORE DR

38a

Remove guardrail to 323+15.60, LT

322+53.10

Remove guardrail

308+20.40 to 308+82.90, LT type 4, class B wood post

Install guardrail system G4, 308+20.40 to 308+95.40, LT

Raise guardrail

310+48.90 to 322+53.10, LT type 4, class B wood post

Install guardrail system G4, 314+90.00 to 322+90.00, RT

Remove guardrail

320+16.70, RT

319+03.40 to type 4, class B wood post

Install guardrail system G4, 322+53.10 to 323+40.60, LT

Remove guardrail

321+96.10 to 322+87.80, RT type 4, class B wood post

Install guardrail system G4, 331+49.11 to 336+41.78, LT type 4, class B wood post

Install guardrail system G4, 332+27.54 to 336+15.40, RT

Line for reference only

Line for reference only

Install terminal section, type flared

314+90.00

Install terminal section, type tangent

308+95.40 LT

Install terminal section, type flared

310+48.90 LT

Install terminal section, type flared

323+40.60 LT

Install terminal section, type flared

322+90.00 RT

Install terminal section, type flared

331+49.10 LT

Install terminal section, type tangent

333+27.54 RT

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

38a

LEGEND:

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

and E.5 for details

See sheets E.2

Deep patch

Remove guardrail

331+17.70 to 336+92.30, RT

Remove guardrail

332+47.10 to 335+52.70, LT

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 o r a d h .d g n

OR WASH 2015(1)

A u g u s t

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

See sheet E.4 for details

Access 1

17 349.31

5/8" IRS W RPC

59 344.06

SET HUB & MAG

336.17

SET HUB & MAG

58 350.65

SET HUB & MAG

354.66

SET HUB & MAG

53 380.89

SET MAG & SHINER

52 363.76

SET MAG & SHINER

Install 36" pipe culvert

Remove existing 36" pipe culvert

334+68

335+00 TO 365+00

PLAN

SCALE IN FEET

50 0 50 100

N

N

SW WEST SHORE DR

SW WEST SHORE DR

S W S

C O

TT H

ILL R

D type 4, class B wood post

Install guardrail system G4, 350+30.95 to 350+55.60, LT

Raise guardrail

351+13.73 to 353+26.40, LT

Remove guardrail

353+26.40 to 353+63.90, LT type 4, class B wood post

Install guardrail system G4, 353+26.40 to 353+63.90, LT

Line for reference only

Line for reference only and terminal section G4-CRT

Install guardrail system CRG, type 4, class B

336+15.40 RT

Install terminal section, type tangent

353+63.90 LT

and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

350+55.60 LT

and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

351+13.73 LT

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

connect to existing catch basin

Install 24" pipe culvert

Remove existing pipe culvert

LEGEND:

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

and E.5 for details

See sheets E.2

Deep patch

Install terminal section, type tangent

350+30.95 LT

Remove guardrail

350+35.60 to 350+55.50, LT

Install terminal section, type tangent

336+41.78 LT

D.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 o r a d i.

d g n

OR WASH 2015(1)

A u g u s t

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

57 354.66

SET HUB & MAG

56 403.03

SET 5/8 W/RPC

393.37

55 393.19

SET 5/8 W/RPC

64 350.68

HUB W/TACK

& SHINER

SET MAG

Install 36" pipe culvert

Remove existing 36" pipe culvert

356+42

365+00 TO 395+00

PLAN

SCALE IN FEET

50 0 50 100

N

N

SW WEST SHORE DR

SW WEST SHORE DR

S W S

A I N C

R E

E K R

D

47 48

Raise guardrail to 395+16.80, LT

392+65.50

Remove guardrail to 395+66.80 RT

393+70.60

Remove guardrail

379+97.50, RT

379+47.50 to

Raise guardrail

384+21.40, RT

379+97.50 to

Raise guardrail

381+03.70 to 383+79.90, LT

Remove guardrail

383+79.90 to 384+29.90, LT type 4, class B wood post

Guardrail system G4, 383+79.90 to 384+29.90, LT

Raise guardrail

386+15.90 to 388+45.50, LT

Remove guardrail

388+45.50 to 388+95.50, LT type 4, class B wood post

Guardrail system G4, 388+45.50 to 389+83.00, LT

Line for reference only

Line for reference only

Install terminal section, type tangent

379+97.50 RT

Install terminal section, type tangent

381+03.70 LT

Install terminal section, type tangent

384+21.40 RT

Install terminal section, type flared

386+15.90 LT

section, type flared

Install terminal

384+29.90 LT

section, type tangent

Install terminal

389+83.00 LT

section, type flared

Install terminal

392+65.50 LT

and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

393+59.75 RT

type 4, class B wood post

Guardrail system G4, 395+35.55, RT

393+60.50 to

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

Remove guardrail

394+94.10 to 395+66.80, LT

LEGEND:

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

D.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 o r a d j.

d g n

OR WASH 2015(1)

A u g u s t

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

395+00 TO 425+00

PLAN

SCALE IN FEET

50 0 50 100

N

N

SW WEST SHORE DR

SW

WES

T S

HORE D

R type 4, class B wood posts

Guardrail system G4, 397+78.50 to 398+16.00, RT

Raise guardrail to 419+37.00, LT

417+10.10

Remove guardrail

397+71.10, RT

397+59.50 to

Remove guardrail

415+47.60, LT

414+22.60 to

Remove guardrail

417+10.10, LT

416+89.90 to

419+96.70 to 420+46.70, LT Remove guardrail

Raise guardrail

420+46.70 to 428+08.16, LT

Remove guardrail

421+03.50, RT

420+53.50 to type 4, class B wood post

Guardrail system G4, 419+78.50 to 421+03.50, RT

Raise guardrail

427+57.97, RT

421+03.50 to

Line for reference only

Line for reference only

Install terminal section, type tangent

398+52.35 LT

Guardrail system G4, type 4, class B wood posts

397+78.50 to 398+52.35, LT

Raise guardrail

412+33.00 to 414+22.60, LT

Remove guardrail

409+50.90 to 412+24.00 LT

Install terminal section, type tangent

409+89.08 LT

420+34.20 LT, Install terminal section, type tangent

Guardrail system G4, type 4, class B wood post

420+34.20 to 420+46.70, LT section, type G4-BAT

Install terminal

419+78.50 RT

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

LEGEND:

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

Guardrail system G4, type 4, class B wood posts

395+16.80 to 395+47.80, LT

397+59.50 to 397+89.70, LT, Remove guardrailremoval detail pavement for bridge joint

See sheet D.18

Install structure transition railing, G4 system

395+46.87 to 395+66.80, LT & RT

397+59.50 to 397+78.50, LT & RT, Install structure transition railing, GR system

Remove bridge railing

395+66.80 to 397+59.50, LT & RT and E.8 for details

See sheets E.2

Deep patch

Install bridge rail. See sheet J.4 for details

395+66.80 to 397+59.50, LT & RT and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

398+16.00, RT

Removal of curb

421+03.50, RT

420+53.50 to section, type flared

Install terminal

419+37.00 LT

See sheet C.2 for details

Pavement transition

See sheet C.2 for details

Pavement transition

D.11

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 o r a d k .d g n

OR WASH 2015(1)

A u g u s t

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

70 377.52

HUB W/MAG

71 360.64

NAIL

67 375.70

HUB W/MAG

68 381.07

MAG W SHINER

5/8" IRS W RPC

391.6934

Install 24" pipe culvert

Remove existing pipe culvert

411+16 type 4, class B wood post

Guardrail system G4, 409+89.08 to 412+33.00, LT

(Connect to Guardrail #55) type 4, class B wood post

Guardrail system G4, 414+22.60 to 417+10.10, LT

425+00 TO 455+00

PLAN

SCALE IN FEET

50 0 50 100

N

N

SW WEST SHORE DR

SW

W

ES

T

SH

O

RE

D R

S W H

A N

K

IN

S R

D

Remove guardrail to 446+64.60, RT

446+14.60

Remove guardrail

447+05.20, LT

446+80.20 to

Raise guardrail

447+05.20 to 454+05.00, LT type 4, class B wood post

Guardrail system G4, 447+65.10 to 449+15.10, RT

Remove guardrail

447+65.10 to 448+02.60, RT

Line for reference only

Line for reference only type 4, class B wood post

Guardrail system G4, 446+67.70 to 447+05.20, LT and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

428+08.16 LT

and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

427+57.97 RT

type 4, class B wood post

Guardrail system G4, 444+89.60 to 446+64.60, RT

Install terminal section, type flared

444+89.60 RT

section, type flared

Install terminal

446+67.70 LT

Install terminal section, type tangent

449+15.10 RT

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

LEGEND:

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

Raise guardrail to 447+65.10, RT

446+64.60

Remove guardrail

454+55.00, LT

454+05.00 to

SECTION A-A

A

A

Install 12" Pipe culvert

449+25

IE outfall = 402.62'

IE out = 403.06'

Rim El. = 405.07' and grate, type 5A and metal frame basin, type 1

450+60 Install catch

D.12

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 o r a d l.

d g n

OR WASH 2015(1)

A u g u s t

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 geotextile, Class 1, Type D

Separation-stabilization filter rock

Soil erosion control

434.62

MAG W/WASHER

412.02

HUB W/AG

435.98

436.92

WASHER

MAG W/

WASHER

MAG W/

(Connect to guardrail #60) type 4, class B wood post

Guardrail system G4, 454+05.00 to 457+29.10, LT

401.80

MAG SHINNER

407.19

MAG SHINNER

419.06

MAG SHINNER

431.03

Remove existing pipe culvert

450+60

SHINNER

MAG AND

455+00 TO 485+00

PLAN

SCALE IN FEET

50 0 50 100

N

N

SW

W

EST SHORE DR

SW WEST SHORE DR

60a

Raise guardrail

460+92.50, LT

457+29.10 to

Remove guardrail

457+29.10, LT

457+04.10 to

Remove guardrail

460+92.50 to 461+42.50, LT type 4, class B wood post

Guardrail system G4, 461+17.50 to 463+17.50, LT type 4, class B wood post

Guardrail system G4, 460+92.50 to 461+30.00, LT

Raise guardrail

468+55.20 to 472+55.30, LT

Remove guardrail

472+55.30 to 473+05.30, LT type 4, class B wood post

Guardrail system G4, 472+55.30 to 474+80.30, LT

Install terminal section, type tangent

468+55.20 LT

and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

468+42.60 RT

469+55.10 to 469+88.69, RT. Remove guardrail

Guardrail system G4, type 4, class B wood post

468+42.60 to 470+38.60, RT

Install terminal section, type tangent

474+80.30 LT

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

LEGEND:

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

Install terminal section, type tangent

463+17.50 LT

D.13

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 o r a d m .d g n

OR WASH 2015(1)

A u g u s t

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

Install terminal section, type flared

470+38.60 RT.

485+00 TO 515+00

PLAN

SCALE IN FEET

50 0 50 100

N

N

SW

W

EST SH

O

RE D

R

SW WEST SHORE DR

Remove guardrail to 495+38.60, LT

495+13.60

Remove guardrail to 514+33.90, RT

513+83.90 type 4, class B wood post

Guardrail system G4, 487+53.50 to 488+03.50, LT

Remove guardrail

487+78.50 to 488+03.50, LT

Raise guardrail

488+03.50 to 490+41.00, LT type 4, class B wood post

Guardrail system G4, 490+41.00 to 491+91.00, LT type 4, class B wood post

Guardrail system G4, 493+42.00 to 494+17.00, LT

Remove guardrail

490+41.00 to 490+66.00, LT type 4, class B wood post

Guardrail system G4, 496+79.10 to 498+54.10, LT type 4, class B wood post

Guardrail system G4, 495+13.60 to 495+63.60, RT

Raise guardrail

493+36.70 to 495+13.60, RT

Remove guardrail

510+08.70 to 510+33.70, LT

Remove guardrail

512+60.50 to 512+98.00, LT

Raise guardrail

494+17.00 to 496+79.10, LT

Remove guardrail

493+67.00 to 494+17.00, LT

Install terminal section, type tangent

487+53.50 LT

section, type tangent

Install terminal

491+91.00 LT

section, type flared

Install terminal

493+42.00 LT

and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

492+35.87 RT

Remove guardrail

492+86.70 to 493+36.70, RT

Install terminal section, type tangent

495+63.60 RT

Install terminal section, type tangent

498+54.10 LT

Guardrail system G4, type 4, class B wood post

492+36.70 to 493+36.70, RT

Raise guardrail

523+43.90, LT

513+70.90 to

Remove guardrail

513+76.79, LT

513+20.90 to Guardrail system G4, type 4, class B wood post

509+96.20 to 510+33.70, LT

510+33.70 to 512+60.50, LT. Raise guardrail and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

513+12.52 LT

Remove guardrail

510+00.60 to 511+36.60, RT

Guardrail system G4, type 4, class B wood post

511+33.90 to 514+33.90, RT

Install terminal section, type tangent

511+33.90 RT

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

Remove guardrail

497+41.60, LT

496+79.10 to

498+54.10

495+13.60 to

Curb to remain

, LT

LEGEND:

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

type 4, class B wood post

Guardrail system G4, 513+70.90, LT

513+20.90 to and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

513+76.79 LT

class B wood post

Guardrail system G4, type 4, 512+60.50 to 513+18.41, LT

Raise guardrail to 521+60.90, RT

514+33.90

Install terminal section, type tangent

509+96.20 LT

D.14

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 o r a d n .d g n

OR WASH 2015(1)

A u g u s t

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

515+00 TO 545+00

PLAN

SCALE IN FEET

50 0 50 100

N

N

SW

W

ES

T

SHO

RE

D R

SW WEST SHORE DR

type 4, class B wood post

Guardrail system G4, 523+43.90 to 523+56.40, LT type 4, class B wood post

Guardrail system G4, 525+38.11 to 525+63.11, LT type 4, class B wood post

Guardrail system G4, 530+72.80 to 530+85.30, LT type 4, class B wood post

Guardrail system G4, 537+81.20 to 537+93.70, LT

Install terminal section, type tangent

521+60.90 RT

Install terminal section, type flared

523+56.40 LT

Install terminal section, type flared

525+38.11 LT

Install terminal section, type flared

530+85.30 LT

Install terminal section, type flared

537+81.20 LT

and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

540+57.10 RT

Raise guardrail

541+70.00 to 564+50.40, RT

Raise guardrail

537+93.70 to 540+70.00, LT

Raise guardrail

525+63.11 to 530+72.80, LT

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

Protect existing gates

Removal of curb

520+40 to 522+11, LT

See sheet D.16 for details and locations

Sawcut and remove asphalt curb

LEGEND:

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

with post spacing of 3.125'

Install nested W-beam guardrail

540+70 to 541+70, LT & RT

HENRY HAGG LAKE

HENRY HAGG LAKE

Raise guardrail

541+70.00 to 564+65.00, LT

D.15

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 o r a d o .d g n

OR WASH 2015(1)

A u g u s t

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

N

N

SCALE IN FEET

50 0 50 100

SW WEST SHORE DR

SW

W

EST SHO

RE D

R

END PROJECT

Raise guardrail to 573+78.00, LT

573+25.50

Remove guardrail to 573+25.50, LT

572+75.50

Remove guardrail

572+18.60 to 572+68.60, RT type 4, class B wood post

Guardrail system G4, 569+52.31 to 571+08.18, RT

Remove guardrail

569+31.30 to 569+66.20, RT

574+45

SW WEST SHORE DR.

545+00 TO 574+45

PLAN

type 4, class B wood post

Guardrail system G4, 570+75.50 to 571+07.09, LT and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

569+11.50 RT

and terminal section, type G4-CRT

Install guardrail system CRG, type 4, class B

569+52.31 RT

Install terminal section, type tangent

570+75.50 LT

Install terminal section, type tangent

574+28.00 LT

CRG, type 4, class B

Install guardrail system

574+15.24 RT

Raise guardrail

574+15.24, RT

572+68.60 to type 4 class B wood post

Guardrail system G4, 574+50.00 to 574+50.00 RT

V A

L L E

Y R

D S

W S

C O

G G I N

S guardrail

Remove

574+41.81 RT

574+41.88 to

1.

NOTE:

See sheets D.20-28 for guardrail and terminal section details.

LEGEND:

XX

for quantities

See Sheets D.1-5

Guardrail reference No.

Remove guardrail

573+78.00 to 574+28.00, LT

Guardrail system G4, type 4, class B wood post

573+78.00 to 574+28.00, LT

HENRY HAGG LAKE

HENRY HAGG LAKE

Raise guardrail

565+55.70 to 569+11.50, RT

See sheet C.2 for details

Pavement transition

573+45 to 574+45 type 4, class B wood post

Guardrail system G4, 572+07.09 to 573+25.50, LT

D.16

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 o r a d p .d g n

OR WASH 2015(1)

A u g u s t

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 height to existing guardrail

Transition raised guardrail height to existing guardrail

Transition raised guardrail height to existing guardrail

Transition raised guardrail with post spacing of 3.125'

Install nested W-beam guardrail

571+08.18 to 572+08.18, LT & RT

(Connect to guardrail #81) type 4, class B wood post

Guardrail system G4, 572+08.18 to 572+68.60, RT gate, typ.

existing

Protect

Existing guardrail to remain

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

17 679130.856 7500666.654 349.312 5/8" IR w/RPC

23 672444.805 7502860.403 435.977 Mag Nail and Washer

33 672918.959 7502948.418 434.620 Mag Nail and Washer

34 673716.375 7502104.192 391.690 5/8" IR W/RPC

52 678741.346 7501025.684 363.761 Mag Nail and Washer

53 678560.218 7501137.507 380.890 Mag Nail and Washer

54 678410.670 7501184.066 393.374 Mag Nail and Washer

55 678376.232 7501071.227 393.192 5/8" IR w/RPC

56 678342.465 7501228.516 403.030 5/8" IR w/RPC

67 673561.569 7501603.380 375.719 Hub w/Nail

68 673598.569 7501746.482 381.071 Mag Nail and Washer

70 673409.120 7500894.702 377.518 Hub w/Nail

71 673508.933 7501018.951 360.637 Nail

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

160 671879.713 7502796.521 431.029 Mag & Shiner NOTE:

161 671613.982 7503074.074 419.061 Mag & Shiner

162 671674.247 7503449.135 407.191 Mag & Shiner

163 671779.049 7503520.190 401.800 Mag & Shiner

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 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\

Pr oj ec ts

\O re go n\

H og g_ La ke \C on tr ol _s he et

H ag g_

La ke

_c on tr ol sh ee t.

xl sx ]S he et

-A ug -2

8:

A 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.17

SHEET

NUMBER

WASH 2015(1)OR

SURVEY CONTROL

ROADWAY DETAILS

existing asphalt curb

Sawcut and remove

SECTION A-A

A

A

CURB REMOVAL DETAIL

Existing pavement

Existing bridge deck

Top of existing pavement

(SECTION-VIEW)

PAVEMENT REMOVAL DETAIL

BRIDGE JOINT

NO SCALE

4'-0", typ.

Existing bridge deck

Begin/End bridge

(Existing bridge backwall)

4'-0"

New concrete bridge curb

See sheet J.4 for details

New concrete bridge curb

See sheet J.4 for details Begin/End bridge

(Existing bridge backwall)

Grade break

Curb flush with backwall to be removed

Existing curb

Existing ground

BRIDGE WALKWAY TRANSITION DETAILS

PLAN

ELEVATION

SECTION B-B

B

Existing bridge wingwall

Asphalt concrete pavement, type 1

2-inch compacted depth

Roadway aggregate, method 2

4-inch compacted depth

Match existingExisting ground

PLAN

New roadway pavement

2'-0"

Edge of traveled way

M a tc h e x is ti n g

2' min.

Benching

D.18

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 o r a d r .d g n

OR WASH 2015(1)

A u g u s t

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

Edge of existing pavement

B

Existing Exp. Jt

Removal of pavement, asphalt, 2-inch (micro milling)

Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch nominal maximum size aggregate, 0.3 to <3 million ESAL

(Pavement roughness, type II-A)

2-inch compacted depth embankment

Regrade with existing

Existing embankment

2-inch compacted depth

Asphalt concrete pavement, type 1

Filter rock

V a r

1:

m ax

Separation-stabilization geotextile, class 1, type D

Toe of embankment

4-inch compacted depth

Roadway aggregate, method 2

Edge of bridge deck, guardrail not shown for clarity

Filter rock

10"6'-0"2'-0"

Grade break

TRANSITION RAILING DETAIL

A

ELEVATION

D.19

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 o r a d s .d g n

OR WASH 2015(1)

A u g u s t

B u r

C h e c k e d b y

D e s ig n e d b y block (typ.)

8" x 8" timber

6'-3"

Pay length for bridge rail Guardrail transition, each thickness, 1-0.135" thick elements.

Thrie Beam transition, single thickness, 2-0.105" thick elements.

Thrie Beam transition, double

FRONT VIEW

THRIE BEAM BLOCKS

0.105" nom. (Before galv.)

Base metal thkn.

SECTION THRU RAIL ELEMENT

ELEVATION - ASYMMETRICAL TRANSITION ELEMENT

"2 17'-3

"4 31'-6"4

31'-6

6'-3"

0.105" nom. (Before galv.)

Base metal thkn. 2""4

1.

PLAN

SECTION A-A

ELEVATION - THRIE BEAM RAIL ELEMENT

NOTES:

2" typ., (24)

" long, 8 1" x 132

2"

"2 17'-3

"2 13'-1"2

13'-1

6'-3"

2"

"4

"4

"32

"4

"16

"4

"16

[1]

[2]

[1]

[2]typ. (5 total)

" long, 2 1" x 24

[2]

[2]

[2]

[2]

FOOTNOTES:

For locations, see appropriate bridge rail standard drawing(s).

Hole layout per manufacturer with appropriate post and block.

Field ream bolt holes in double thickness rail at splice locations.

Repair damaged coating according to Specifications.

2. Lap guardrail in direction of adjacent traffic.

0.135" nom. (Before galv.)

Base metal thkn.

ty p ty p ty p

" rad., typ.16

" slots, typ.8 1"x132 typ.

" rad., 8

"4 14"4

"4 14"4

"4 14"4

14 "4 14"4 post bolt slots, typ.

"2 1" x 24 typ., (20)

" long, 8 1" x 132 typ. (10 total)

" long, 2 1" x 24

"4 31'-6"4

31'-6

8" x 8" block

" dia. holes4

8" x 8" block

Post timber post

8" x 8" x 6'

"4

"2 11'-8

(-0, +

Make opposite hand as reqd.

6'-0" ty p

" dia. holes (typ.)4

" deep4 1" high and 2

6'-0" t o e d g e

" plain round washer.4

" recess nut8

"2 1than

" dia. hole4

8"8"

" x 18"8

" splice bolt slot.8 1" x 132

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

" GUARDRAIL BOLT8

"4

25"

18"

10"

2"

" minimum8

" minimum4

4" minimum

4" minimum

4" minimum

" RECESS NUT8

" deep16 11" dia. x

" guardrail splice 4 1" x 18

" x 18" guardrail post bolt8

(typ.)

8"

(t yp

6"

(t yp

6" (typ.)

8" ty p

2"

3""4

5.

4.

3.

2.

1.

A spacing, center to center

A

8 required, each end of rail

Thickness

Sheet slots

Splice bolt

Neutral axis

Splice bolt slots

SECTION A-A

CL

RAIL ELEVATION

W BEAM RAIL

L Thread Length

GUARDRAIL BOLT AND RECESS NUT

recess both sides

L

POST BOLT ASSEMBLY

Post and block

W beam rail guardrail bolt nut by more extend beyond

Thread not to on terminal sections

All posts except those

Post length stamp o r g r o u n d l in e o f p a v e m e n t

POST AND BLOCK DETAIL

STANDARD HOLE ARRANGEMENT

future overlays to accommodate raising guardrail

Upper 2 holes for

POST AND BLOCK DETAIL

ALTERNATE HOLE ARRANGEMENT

on each side of block

16d galvanized nail

Toenail with one fill slope

Variable

(See Note 4)

REFLECTOR TAB

TYPICAL GUARDRAIL CROSS SECTION

1:10 or flatter slope bolts and nuts (8 per splice)

Traffic

Lap in direction of traffic groundline at face of rail

Edge of pavement or

STANDARD POST SECTION

POST SPACING

rail as applicable ground line at face of

Edge of pavement or

NO SCALE

about

Symmetrical placed front and rear

Reflective sheeting

"4

"16 1"16

WOOD POSTS

G4 W-BEAM GUARDRAIL

including its appearance, and accepted manufacturing practices.

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

Alternate reflector tab shapes are acceptable.

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

arrangement is specified.

See Special Contract Requirements when the alternative hole

See sheets D.1-5 for location of 7 foot or longer posts.

Standards 617-13 or 617-24.

When encountering impenetrable material, see

D.20

STATE PROJECT

NUMBER

SHEET

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

d g n

OR WASH 2015(1)

A u g u s t

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

"32

"32

"16

" R16

"32

2" "4 14"4

Post spacing 6'-3"

"16 11"4

"16

"32 7 "

"8

"16

S e e N o te ty p

" R16

NOTE:

10° shown on Typical Section

Aggregate base or as

Match exist

Varies

See Standards 617-10 and 617-11 for other details.

ground to the bottom of the W-beam exceeds 18".

8" 8" m a x m a x

W6 x 9

" x 10"8

" x 2"8

STANDARD APPROVED FOR USE 1/1994

DRAFT: 5/2014

REVISED: 4/1994 6/2005

617-17

Sheet 1 of 2

TYPE G4-BAT

BACK SLOPE ANCHOR TERMINAL

G4 W-BEAM GUARDRAIL

w h e n r u b r a il i s r e q u ir e d

M in p o s t le n g th w h e n r u b r a il i s r e q u ir e d

M in p o s t le n g th

MPH

< 35

3'

5'

8'

(typ.)

6'-3"

25'-0"

12'-6

12'- 6"

C o v e r m in

6' 3" spacing Posts #1 to #8Minimum 75' to hazard

Terminal section, type G4-BAT

125' (min.) Pay limits

Posts A to #1

" spacing2 13'-1

" dia. x 6" bolt8 5post with a

ShoulderShoulder

NOTE:

NO SCALE

ditch bottom. Add the rubrail when the distance from the the roadway shoulder elevation until the barrier crosses the

Hold the height of the W-beam rail constant in relation to

PLAN

AND BLOCK DETAIL

WOOD POST

AND BLOCK DETAIL

STEEL POST

ALONG RAIL

ELEVATION

SECTION A-A SECTION B-B

ELEVATION ELEVATION

SECTION D-DSECTION C-C

1 1 1

SSS

S

#8

#4

#2

A

SPEED

DESIGN

FLARE

POST DISTANCE

GUARDRAIL FLARE

BOTTOM

FROM VEE DITCH

POST OFFSETS

A

A

B

B

C

C

D

D

AB1

2345678

AB1

Flare

Distance va ries to fit o ffset to end anchorage

When necessary taper height of guardrail parallel to roadway grade

Maintain guardrail height

Shoulder

Ground line at guardrail

See Note 2

Rubrail

Toe of Fill

Top of Cu t

Shoulder Varies Shoulder Varies

Wood block wood post

Steel or

Steel post A Vee ditch (typ.)

Wood block

See Detail on Sheet 2

End anchorage

Wood post

Wood block Modified block Steel post

Rub rail (typ.)

See Note 2

Rubrail (typ.)

bolt and nut guardrail bolt and nut guardrail

V a r ie s depending on ditch design

Location will vary

Guardrail system G4

Pay limits

Bottom of vee ditch

Field bend

(steel post) or lag bolt (wood post)

Connect the rubrail to back of

Steel or wood post

2.

1.

Wood block

STATE PROJECT

NUMBER

SHEET

D.21

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

J u ly

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

See Standard 617-10 and 617-11 for block detail and

14"

"2 12"2

122"2""2 12"2

6"8"

"4

"8

1" dia. hole

" slots (typ.)4 31" x 1

" thickness16

" thickness2

" dia. hole (typ.)4

" x 14" x 14"2

6"8"

STANDARD APPROVED FOR USE 1/1994

DRAFT: 5/2014

REVISED: 4/1994 6/2005

Sheet 2 of 2

TYPE G4-BAT

BACK SLOPE ANCHOR TERMINAL

G4 W-BEAM GUARDRAIL

617-17

" threaded (min.)4

1" x 2" galvanized

" dia. bar 2

6'-3"6'-3" "2 13'-1"2

13'-1

1" dia. hole to be field

W 6 x 9

" x 14" x 14"2

" dia. hex8 7W-beam with head bolt 2" long with one

W 6 x 9

8"6"8"

1" dia. hole to be field

" dia. hex8 7W-beam with head bolt 2" long with one

4"4"

NOTE:

NO SCALE

4.

3.

2.

1.

Use zinc rich paint to coat field drilled holes.

guardrail run, unless otherwise noted.

For posts #3 and higher, match post material of adjacent

See Sheet 1 of 2 for terminal layout.

attachment.

AT POSTS A, B, AND 1

SPECIAL RAIL TO POST CONNECTION

CONNECTION AT POST 2

SPECIAL RUBRAIL TO POST

STEEL PLATE AND WASHER

FRAMEWORK FOR THREADED INSERTS

POSTS A, B, 1, 2

END ANCHORAGE DETAIL

ELEVATION

GALVANIZED STEEL PLATE

GALVANIZED SQUARE WASHER

1 B A

See guardrail flare rate on Sheet 1

Rubrail washers (typ.).

Steel plate and

CLof post

Threaded inserts (typ.)

hex head cap screws

Threaded inserts for be closed (typ.)

End of insert to welded to inserts

Steel post

(See Detail) steel plate wood block

Modified

(See Detail) steel plate

Steel post square washer and hex nut.

and post flange. Attach drilled through both W-beam square washer and hex nut and post flange. Attach drilled through both W-beam washer and hex nut with one square

" long each8 3bolts 1

" dia. hex head 8 7with element and attached field drilled in W-beam

3 - 1" dia. holes to be washer and hex nut with one square

" long each8 3bolts 1

" dia. hex head 8 7with element and attached field drilled in W-beam

3 - 1" dia. holes to be

STATE PROJECT

NUMBER

SHEET

D.22

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

J u ly

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

617-19

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2016

REVISED:

(ft)

2.5-4.0

1.67-2.67

37.5

25.0

3 (> 45 mph)

2 (≤ 45 mph)

(ft) using 6' posts

3 (> 45 mph)

(ft)

37.5

(ft)

3.0 or 4.0 using 6' posts

TYPE FLARED TERMINAL

G4 W-BEAM GUARDRAIL

7.

6.

5.

4.

3.

2.

1.

m a x s lo p e

STRAIGHT FLARED OPTION

PARABOLIC FLARED OPTION

ELEVATION

PLAN

ELEVATION

PLAN

TEST LEVEL

L W m a x s lo p e

See Note 6

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

Tangent line projected from the face of the shoulder widening

Edge of

W W at face of rail as applicable

Finished surface elevation at face of rail as applicable

Finished surface elevation

See Note 6

Length of Need shoulder widening

Edge of

Length of Need

Hinge line of foreslope

NO SCALE

L post section

Standard

Pay limits terminal section type flared (FLEAT)

Guardrail system G4

Pay limits

Pay limits terminal section type flared (SRT-350)

Pay limits fl a tt e r

V

H o r fl a tt e r

V

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

Tangent line projected from the face of the

TEST LEVEL

L W manufacturer's recommendations.

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

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

Construction of widening for terminal installation is incidental

See manufacturer's drawings for other details.

indicated on the plans.

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

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

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

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

Use details shown as a general guide since manufacturer's

STATE PROJECT

NUMBER

SHEET

D.23

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WASH 2015(1)OR

U S

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

J u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

20'

3'

3'

20'

NOTE:

617-20

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2016

REVISED:

TYPE TANGENT TERMINAL

G4 W-BEAM GUARDRAIL

(ft)

3 (> 45 mph)

2 (≤ 45 mph)

37.5 or 50

3.

2.

1.

ELEVATION

PLAN

TEST LEVEL

L

NO SCALE

(min.)

Taper Length

Pay limits terminal section…