or dot 18(1)_plans.pdf

Expires: 12-31-2022

BRENT L COE Digitally signed by BRENT L COE Date: 2023.01.17 11:25:53 -08'00'

I.1 UTILITY DETAILS

I. MISCELLANEOUS DETAILS

H.2-3 GUARDRAIL STANDARD DRAWINGS

H.1 GUARDRAIL PLAN/PLAN

H. GUARDRAIL

G.5 DITCH RECONDITIONING

G.2-4 STANDARD DRAWINGS

G.1 TABUATION OF DRAINAGE QUANTITIES

G. DRAINAGE

F.6-9 STANDARD DETAILS FOR EROSION CONTROL

F.2-5 SOIL EROSION AND SEDIMENT CONTROL PLANS

F.1 TABULATION OF SOIL EROSION AND SEDIMENT CONTROL QUANTITIES

F. SOIL EROSION AND SEDIMENT CONTROL

E.1 APPROACH ROAD DETAILS

E. APPROACHES

D.7 SURVEY CONTROL

D.6 PLAN AND PROFILE 685+20 TO 692+00

D.2-5 PLAN AND PLAN

D.1 TABULATION OF PLAN QUANTITIES

D. PLAN-PROFILE

C.3

C.2

C.1 TABULATION OF TYPICAL SECTION QUANTITIES

C. TYPICAL SECTIONS

B.1-2 SUMMARY OF QUANTITIES

B. SUMMARY OF QUANTITIES

A.4 VICINITY MAP

A.3 PLAN SYMBOLS AND ABBREVIATIONS

A.2 INDEX TO SHEETS

A.1 TITLE SHEET

A. GENERAL INFORMATION

I N D E X T O S H E E T S

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

:4

P M

J a n u a r y

D e f a u lt

F

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r a b .d g n

OR DOT 18(1)

P

D r u y v e s te in D

L a u tz e n h e is e r

/2

/2

C h e c k e d b y

D e s ig n e d b y

55V-066

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

M a y

:2 A

M

U S

C

R iv e r s id e R o a d I m p r o v e m e n ts

\d g n \i d a R iv e r s id e \i d a a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3DOT 18(1)OR

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

Fiber Roll or Wattle

F O R E S T

N A T I O N A L

WILLAMETTE

Springfield

Oakridge

Creswell

Cottage Grove

Lowell

T 18 S

T 17 S

N

R

W

R

W

R

W

R

W

R

W

R

W

R

E

R

W

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

.5 E

R

E

T 18 S

T 17 S

T 18 S

T 17 S

T 18 S

T 17 S

T 18 S

T 17 S

T 18 S

T 17 S

End Bridge: Lat. 43.980600, Long. -122.966213 Begin Bridge: Lat. 43.980843, Long. -122.966810

MP 2.46

Coast Fork Willamette River Bridge 05286

SCHEDULE A

End Bridge: Lat. 43.747139, Long. -122.510019 Begin Bridge: Lat. 43.746861, Long. -122.511327

(Barnard) MP 33.24 Willamette River Bridge 07894

OPTION Z

End Bridge: Lat. 43.740671, Long. -122.459572 Begin Bridge: Lat. 43.740187, Long. -122.459081

MP 35.99

Salmon Creek Bridge 02073C

SCHEDULE A

End Bridge: Lat. 43.730212, Long. -122.419924 Begin Bridge: Lat. 43.730043, Long. -122.419073

MP 38.26

(Lower) Salt Creek Bridge 01519A

SCHEDULE A

To US97

Scale in miles

6 3 0 6 12 18

55V-066

VICINITY MAP

A.4

STATE PROJECT

NUMBER

SHEET

:5

A

D e c e m b e r

U S

S u r_ ft

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r a d .d g n

OR DOT 18(1)

P

D r u y v e s te in D

L a u tz e n h e is e r

/2

/2

C h e c k e d b y

D e s ig n e d b y

F O R E S T

N A T I O N A L

WILLAMETTE

Springfield

Oakridge

Creswell

Cottage Grove

Lowell

T 18 S

T 17 S

N

R

W

R

W

R

W

R

W

R

W

R

W

R

E

R

W

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

.5 E

R

E

T 18 S

T 17 S

T 18 S

T 17 S

T 18 S

T 17 S

T 18 S

T 17 S

T 18 S

T 17 S

End Bridge: Lat. 43.980600, Long. -122.966213 Begin Bridge: Lat. 43.980843, Long. -122.966810

MP 2.46

Coast Fork Willamette River Bridge 05286

SCHEDULE A

End Bridge: Lat. 43.747139, Long. -122.510019 Begin Bridge: Lat. 43.746861, Long. -122.511327

(Barnard) MP 33.24 Willamette River Bridge 07894

OPTION Z

End Bridge: Lat. 43.740671, Long. -122.459572 Begin Bridge: Lat. 43.740187, Long. -122.459081

MP 35.99

Salmon Creek Bridge 02073C

SCHEDULE A

End Bridge: Lat. 43.730212, Long. -122.419924 Begin Bridge: Lat. 43.730043, Long. -122.419073

MP 38.26

(Lower) Salt Creek Bridge 01519A

SCHEDULE A

To US97

Scale in miles

6 3 0 6 12 18

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L -

SITE PLAN

SOIL EROSION

AND SEDIMENT

CONTROL

LANDSCAPING

AND

REVEGETATION

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE 05286

COAST FORK

WILLAMETTE

RIVER BRIDGE

RETROFIT

OPTION Z BRIDGE

07894

WILLAMETTE

RIVER (BARNARD)

BRIDGE RETROFIT

BRIDGE

02073C

SALMON CREEK

BRIDGE

RETROFIT

BRIDGE

01519A

(LOWER) SALT

CREEK BRIDGE

RETROFIT

ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 884 86 970

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,350 80 1,430

A0160 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 8 6

A0180 20304-4000 REMOVAL OF BRIDGE

SUPERSTRUCTURE (END FRAMES) LPSM All ALL

A0200 20304-5000 REMOVAL OF BUILDING (USGS

GAGE STATION) LPSM All ALL

A0220 20305-1000 REMOVAL OF CONCRETE CUYD 49 3 52

A0240 20801-0000 STRUCTURE EXCAVATION CUYD 1,846 250 21 2,117 Contract Quantity

A0260 20811-0000 SHORING AND BRACING SQFT 540 10 550

A0280 20815-0000 COFFERDAMS LPSM All ALL

A0300 20820-0000 DEWATERING LPSM All ALL

A0320 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 1,520 175 1,695

A0340 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 98 98

A0360 40302-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 (2" THICKNESS) SQYD 818 818

A0380 41301-0600 ASPHALT PAVEMENT MILLING,

2-INCH DEPTH SQYD 818 818

A0400 41401-2000 CRACKS, CLEANING AND SEALING LNFT 288 62 350

A0420 50201-0000 CONCRETE PAVEMENT

RESTORATION, PAVEMENT PATCH SQYD 20 20

A0440 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 668 44 5 26 743

A0460 55220-0000 REPAIR CONCRETE SQYD 35 5 40

A0480 55225-0000 CLEAN AND RESEAL JOINTS LNFT 69 11 80

A0500 55235-0000 EXPANSION JOINTS (ASPHALTIC

PLUG SEAL) LNFT 78 78

A0520 55401-1000 REINFORCING STEEL LB 182,135 14,980 2,802 3,203 203,120 Contract Quantity

MileStone: 100% Base + Option

Date Completed: 01/05/23

Report Date: 01/05/23

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A

-J a n -2

:5 P

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated

Quantities F

.0

O

R R e tr o fi t

B ri d g e F in a l D e s ig n \D o c s \Q u a n ti ti e s a n d C o s t

E s ti m a te

S u m m a ry o f Q u a n ti ti e s .x ls m

]S h e e t

STATE PROJECT

B.1DOT 18(1)OR

SHEET

NUMBER

SITE PLAN

SOIL EROSION

AND SEDIMENT

CONTROL

LANDSCAPING

AND

REVEGETATION

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE 05286

COAST FORK

WILLAMETTE

RIVER BRIDGE

RETROFIT

OPTION Z BRIDGE

07894

WILLAMETTE

RIVER (BARNARD)

BRIDGE RETROFIT

BRIDGE

02073C

SALMON CREEK

BRIDGE

RETROFIT

BRIDGE

01519A

(LOWER) SALT

CREEK BRIDGE

RETROFIT

ALLOWANCE

Bid

Schedule

A0540 55501-0000 STRUCTURAL STEEL (RIVET

REPLACEMENT) LPSM All ALL

A0560 55506-0000 MISCELLANEOUS STEEL (END

FRAME) EACH 6 6

A0580 55506-0000 MISCELLANEOUS STEEL (SEAT

BRACKET) EACH 72 72

A0600 55506-0000 MISCELLANEOUS STEEL (TRUSS

ANCHORING SYSTEM) EACH 4 4

A0620 55506-0000 MISCELLANEOUS STEEL (END

ANCHORAGE) EACH 8 8

A0640 55506-0000 MISCELLANEOUS STEEL

(JACKETING) EACH 4 4

A0660 55901-0000 MEMBRANE WATERPROOFING SQYD 818 818

A0680 56101-0000 STRUCTURAL CONCRETE INJECTION

AND CRACK REPAIR LNFT 794 56 850

A0700 56203-0000 TEMPORARY SUPPORT STRUCTURE

(BRIDGE JACKING) EACH 4 4

A0720 56203-0000 TEMPORARY SUPPORT STRUCTURE

(BRIDGE JACKING) EACH 2 2

A0740 56302-2000 PAINTING, STEEL STRUCTURE

(SUBSTRUCTURE) SQFT 3,160 190 3,350

A0760 56302-2000 PAINTING, STEEL STRUCTURE SQFT 1,340 160 1,500

A0780 56302-2000 PAINTING, STEEL STRUCTURE SQFT 2,250 100 2,350

A0800 56401-3000 BEARING DEVICE, SLIDING EACH 6 6

A0820 56701-0000 MICROPILE LNFT 1,776 750 158 2,684

A0840 56705-0000 MICROPILE LOAD VERIFICATION

TEST EACH 1 1 2

A0860 56706-0000 MICROPILE PROOF LOAD TEST EACH 2 2 4

A0880 57501-0000 MINOR BRIDGE WORK LPSM All ALL

A0900 57705-0200 FIBER REINFORCED POLYMER Contract Quantity

(FRP), STRENGTHENING SYSTEM

(CFRP) SQFT 888 32 920

A0920 57705-0200 FIBER REINFORCED POLYMER Contract Quantity

(FRP), STRENGTHENING SYSTEM

(CFRP) SQFT 1,470 70 1,540

A0940 60103-4200 CONCRETE, PLANK (REMOVE AND

RESET) EACH 4 4

A0960 60510-0300 4-INCH COLLECTOR PIPE LNFT 3,864 36 3,900

A0980 61601-1000 SLOPE PAVING, CONCRETE SQYD 334 16 350

-J a n -2

:5 P

M

MileStone: 100% Base + Option

Date Completed: 01/05/23

Report Date: 01/05/23

F

.0

O

R R e tr o fi t

B ri d g e F in a l D e s ig n \D o c s \Q u a n ti ti e s a n d C o s t

E s ti m a te

S u m m a ry o f Q u a n ti ti e s .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

B.2DOT 18(1)OR

SHEET

SITE PLAN

SOIL EROSION

AND SEDIMENT

CONTROL

LANDSCAPING

AND

REVEGETATION

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE 05286

COAST FORK

WILLAMETTE

RIVER BRIDGE

RETROFIT

OPTION Z BRIDGE

07894

WILLAMETTE

RIVER (BARNARD)

BRIDGE RETROFIT

BRIDGE

02073C

SALMON CREEK

BRIDGE

RETROFIT

BRIDGE

01519A

(LOWER) SALT

CREEK BRIDGE

RETROFIT

ALLOWANCE

Bid

Schedule

A1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A1020 62201-0500 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 4-WHEEL DRIVE HOUR 40

A1040 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 40

A1060 62201-3750 CHAIN SAW HOUR 20

A1080 62301-0000 GENERAL LABOR HOUR 160

A1100 62501-0000 TURF ESTABLISHMENT ACRE 1.2 0.3 1.5 Contract Quantity

A1120 62635-3000 CUTTINGS, WILLOW POLE EACH 452 38 490

A1140 63302-0000 SIGN SYSTEM SQFT 32 32

A1160 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 1,868 12 1,880

A1180 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

A1200 63502-0300 TEMPORARY TRAFFIC CONTROL,

ARROW BOARD, TYPE C EACH 2 2

A1220 63502-0500 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 2 EACH 4 1 5

A1240 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 9 1 10

A1260 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 190 22 212

A1280 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 113 13 126

A1300 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 6 6

A1320 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 278 39 317

A1340 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,056 92 1,148

A1360 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 528 46 574

A1380 64620-0000 REMOVE AND RESET (BOAT RAMP) EACH 1 1

-J a n -2

:5 P

M

MileStone: 100% Base + Option

Date Completed: 01/05/23

Report Date: 01/05/23

F

.0

O

R R e tr o fi t

B ri d g e F in a l D e s ig n \D o c s \Q u a n ti ti e s a n d C o s t

E s ti m a te

S u m m a ry o f Q u a n ti ti e s .x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

B.3DOT 18(1)OR

SHEET

SITE PLAN

SOIL EROSION

AND SEDIMENT

CONTROL

LANDSCAPING

AND

REVEGETATION

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE 05286

COAST FORK

WILLAMETTE

RIVER BRIDGE

RETROFIT

OPTION Z BRIDGE

07894

WILLAMETTE

RIVER (BARNARD)

BRIDGE RETROFIT

BRIDGE

02073C

SALMON CREEK

BRIDGE

RETROFIT

BRIDGE

01519A

(LOWER) SALT

CREEK BRIDGE

RETROFIT

ALLOWANCE

Bid

Schedule

Z0020 15101-0000 MOBILIZATION LPSM ALL

Z0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

Z0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

Z0080 15401-0000 CONTRACTOR TESTING LPSM ALL

Z0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Z0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 210 20 230

Z0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 730 40 770

Z0160 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 2 2

Z0180 20120-1000 REMOVAL, INDIVIDUAL TREE EACH 20 10 30

Z0200 20305-1000 REMOVAL OF CONCRETE CUYD 35 3 38

Z0220 20801-0000 STRUCTURE EXCAVATION CUYD 1,962 10 1,972 Contract Quantity

Z0240 20815-0000 COFFERDAMS LPSM All ALL

Z0260 20820-0000 DEWATERING LPSM All ALL

Z0280 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 1,455 165 1,620

Z0300 50201-0000 CONCRETE PAVEMENT

RESTORATION, PAVEMENT PATCH SQYD 25 20 45

Z0320 55106-1000 SHEET PILE, IN PLACE (TIE

BACK) LPSM All ALL

Z0340 55106-1000 SHEET PILE, IN PLACE LPSM All ALL

Z0360 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 442 25 467

Z0380 55201-1200 STRUCTURAL CONCRETE, CLASS S Contract Quantity

(SEAL) CUYD 169 17 186

Z0400 55235-0000 EXPANSION JOINTS (ASPHALTIC

PLUG SEAL) LNFT 78 78

Z0420 55401-1000 REINFORCING STEEL LB 69,219 1,001 70,220 Contract Quantity

Z0440 55501-0000 STRUCTURAL STEEL (BOLT

REPLACEMENT) LPSM All ALL

Z0460 55506-0000 MISCELLANEOUS STEEL

(JACKETING) EACH 8 8

Z0480 56302-2000 PAINTING, STEEL STRUCTURE SQFT 1,610 190 1,800

Z0500 56701-0000 MICROPILE LNFT 1,764 36 1,800

Z0520 56705-0000 MICROPILE LOAD VERIFICATION

TEST EACH 2 2

-J a n -2

:5 P

M

MileStone: 100% Base + Option

Date Completed: 01/05/23

Report Date: 01/05/23

F

.0

O

R R e tr o fi t

B ri d g e F in a l D e s ig n \D o c s \Q u a n ti ti e s a n d C o s t

E s ti m a te

S u m m a ry o f Q u a n ti ti e s .x ls m

]S h e e t

(4

SUMMARY OF QUANTITIES - Option Z

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.4DOT 18(1)OR

SHEET

SITE PLAN

SOIL EROSION

AND SEDIMENT

CONTROL

LANDSCAPING

AND

REVEGETATION

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE 05286

COAST FORK

WILLAMETTE

RIVER BRIDGE

RETROFIT

OPTION Z BRIDGE

07894

WILLAMETTE

RIVER (BARNARD)

BRIDGE RETROFIT

BRIDGE

02073C

SALMON CREEK

BRIDGE

RETROFIT

BRIDGE

01519A

(LOWER) SALT

CREEK BRIDGE

RETROFIT

ALLOWANCE

Bid

Schedule

Z0540 56706-0000 MICROPILE PROOF LOAD TEST EACH 4 4

Z0560 56901-0000 CONCRETE OVERLAY, CLASS MPCO SQYD 2,120 2,120

Z0580 57705-0200 FIBER REINFORCED POLYMER Contract Quantity

(FRP), STRENGTHENING SYSTEM

(CFRP) SQFT 2,057 103 2,160

Z0600 62501-0000 TURF ESTABLISHMENT ACRE 0.8 0.2 1.0 Contract Quantity

Z0620 62630-0350 PLANTINGS, TREES, BALLED AND

BURLAPPED EACH 40 20 60

Z0640 62635-3000 CUTTINGS, WILLOW POLE EACH 480 30 510

Z0660 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 2,368 12 2,380

Z0680 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN LNFT 1,184 16 1,200

Z0700 63502-0500 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 2 EACH 2 2

Z0720 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

Z0740 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 28 28

Z0760 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 24 24

Z0780 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

Z0800 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 83 83

Z0820 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 192 192

Z0840 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 96 96

Z0860 64630-0000 ROADSIDE DEVELOPMENT (ACCESS

ROAD) LPSM All ALL

-J a n -2

:5 P

M

MileStone: 100% Base + Option

Date Completed: 01/05/23

Report Date: 01/05/23

F

.0

O

R R e tr o fi t

B ri d g e F in a l D e s ig n \D o c s \Q u a n ti ti e s a n d C o s t

E s ti m a te

S u m m a ry o f Q u a n ti ti e s .x ls m

]S h e e t

(5

SUMMARY OF QUANTITIES - Option Z

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.5DOT 18(1)OR

SHEET

QUANTITIES

TABULATION OF SITE

D a n

L a u tz e n h e is e r

/2

/2

C h e c k e d b y

P

D r u y v e s te in D e s ig n e d b y

D.1

STATE PROJECT

NUMBER

SHEET

F

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r f c .d g n

OR DOT 18(1)

:5 e c e m b e r

5 5

10 10

15 15

20 20

25 25

30 30

35 35

40 40

45 45

50 50

55 55

60 60

65 65

70 70

75 75

80 80

85 85

90 90

95 95

0 10

0 10

5 10

5 10

110 110 110

115 115 115

0 12

0 12

5 12

5 12

0 13

0 13

5 13

5 13

0 14

0 14

5 14

5 14

0 15

0 15

5 15

5 15

0 16

0 16

5 16

5 16

0 17

0 17

5 17

5 17

0 18

0 18

5 18

5 18

0 19

0 19

5 19

5 19

0 20

5 20

0 21

0 21

5 21

5 21

0 22

5 22

0 23

5 23

0 24

5 24

0 25

5 25

0 26

5 26

0 27

5 27

0 28

5 28

0 29

5 29

0 30

5 30

0 31

0 31

5 31

5 31

0 32

5 32

0 33

5 33

0 34

5 34

0 35

5 35

0 36

5 36

0 37

5 37

0 38

5 38

0 39

5 39

0 40

5 40

0 41

5 41

0 42

5 42

0 43

5 43

0 44

5 44

0 45

5 45

0 46

5 46

0 47

5 47

0 48

5 48

0 49

0 49

495495

495495

500500

500 500

500500

T

T

T

T

T

UP

T

DIDI DI

T

W A R N I N G

B U R I E D

U T I L I T Y

DI DI

BM

C O

A S

T F

O R

K

W I L L

A M

E T

T E R I V

E R

N

CP

19102

CP

19103

19104

CP

CP

19105

19106

CP

050100 100 200 300

Scale in feet

3) See Section G for Temporary Traffic Control.

2) See Section E for Soil Erosion and Sediment Control.

1) See sheet D.7 for control point table.

Note:

See Section I for details

Willamette River

Bridge 05286 Coast Fork

See Section F for details

Revegetated riprap

190+81.46

MP 2.46

RIVER BRIDGE

WILLAMETTE

COAST FORK

BRIDGE 05286

BEGIN WORK

END WORK

195+18.54

MP 2.46

RIVER BRIDGE

WILLAMETTE

COAST FORK

BRIDGE 05286

ramp. See Sheet D.3.

Remove and reset boat

Construction limits

C OR58L

access

Construction access

Construction

55V-066

Edge of water

(Typ.)

Turf Establishment

STATE PROJECT

NUMBER

SHEET

OR DOT 18(1) D.2

:2

J u n e

P la n

S h e e t]

.0

O

R

R e tr o f it

B r id g e F in a l

D e s ig n \d w g

\D G

N \o r d o t1

\O

R

C o a s t

F o r k

\d g n \o r d

C o n tr o l_

P o in t.

d g n

SITE PLAN

WILLAMETTE RIVER

BRIDGE 05286 COAST FORK

100 101 102 103

106107108

110111112113

116 117 118 119

-30 -20 -10 CL OR58 10 20 30

480 480

490 490

500 500

510 510 N existing transition to match

Grade out 10' min.

existing transition to match

Grade out 10' min.

Scale in feet

10 10 20 30

Existing ground cenerline of road.

Grade down 6", 17'6" out from plan sheet.

varies, see

Transition plan sheet.

varies, see

Transition

Finished grade

A

A

SECTION A-A

C OR58L

Construction limits match existing

Transition to match existing

Transition to

.3

.3

.6

55V-066

Edge of water

See Sheet I.26

Cofferdam, typ.

Ordinary High Water

Ordinary High Water

See Section 646

Reset adjacent to the riprap

Remove and reset boat ramp access road to tie into boat launch

Resurface existing access road and extend

Roadway Aggregate, Method 2 STATE PROJECT

NUMBER

OR DOT 18(1) D.3

:4 a n u a r y

P la n

S h e

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\O

R C o a s t

F o r k \d g n \C o a s t

F o r k G r a d in g .d g n

GRADING LAYOUT

WILLAMETTE RIVER

10501050

10601060

0 1060

10601060

10651065

1065 1065

1070107

10701070

10701070

5 1075

1075 1075

1075 1075

10751075

1080 1080

1080 1080

1080 10

1080 1080

0 1080

1085 1085

1085 1085

10851085

1090 1090 1090

10901090

10901090

1095 1095

10951095 109510951095

10951095

10951095

10951095

11051105

11101110

11501155

N

WIL

LAMETTE

RI

VER

MID

DLE

FORK

CP

19141

CP

19142

19143

CP

19144

CP

CP

19145

19146

CP

Scale in feet

600 4) See Section H for Permanent Traffic Control.

3) See Section G for Temporary Traffic Control.

2) See Section E for Soil Erosion and Sediment Control.

1) See sheet D.7 for control point table.

Note:

4002000100200

See Section J for details

Willamette River (Barnard)

Bridge 07894 for details

Riprap, see Section J see Section F for details

Revegetated riprap, 1075+65.00

MP 33.24

BRIDGE

RIVER (BARNARD)

WILLAMETTE

BRIDGE 07894

BEGIN WORK

END WORK

1081+58.00

MP 33.24

BRIDGE

RIVER (BARNARD)

WILLAMETTE

BRIDGE 07894

Construction limits

See sheet D.6

Access road

C OR58L

Construction access

W estfir-O a k rid g e R o a d

Edge of water

55V-066

(Typ.)

Turf Establishment

STATE PROJECT

NUMBER

OR DOT 18(1)

D.4

SITE PLAN

WILLAMETTE RIVER (BARNARD)

BRIDGE 07894

OPTION Z

:5 a n u a r y

P la n

S h e

.0

O

R

R e tr o f it

B r id g e F in a l

D e s ig n \d w g

\D G

N \o r d o t1

\o r d

B a r n a r d

C o n tr o l.

d g n

-40 -30 -20 -10 CL OR58 10 20 30 40

1,060 1,060

1,070 1,070

1,080 1,080

10701070 1070

N

202 203

204205 existing transition to match

Grade out 10' min.

A

A

SECTION A-A

plan sheet.

varies, see

Transition cenerline of road.

Grade down 6", 17'6" out from plan sheet.

varies, see

Transition

Existing ground Finished grade

Construction limits

.1 match existing

Transition to

Scale in feet

10 10 20 30

55V-066

See Section 646

Access Road

See Sheet F.3 for details

Cuttings, willow pole (typ)

See Sheet J.15

Cofferdam (typ)

Edge of water

C OR58L

STATE PROJECT

NUMBER

D.5

GRADING LAYOUT

WILLAMETTE RIVER (BARNARD)

BRIDGE 07894

OPTION Z

:3 e c e m b e r

P la n

S h e

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r B a r n a r d G r a d in g .d g

'190.93L =

'160.87T =

'90.00R =

(LT)121°32'53"Δ =

11+97.58PI

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50

1,064 1,064

1,066 1,066

1,068 1,068

1,070 1,070

1,072 1,072

1,074 1,074

1,076 1,076

1,078 1,078

1,080 1,080

1,082 1,082

1,084 1,084

1,086 1,086

1,088 1,088

1,090 1,090

1,092 1,092

1,094 1,094

1,096 1,096

-3.000%

+11 .00

0%

-12.000%

-5.259%

-12.000%

.2

.2

.6

.5

' VC50

5.56K =

'61.63SSD =

' VC50

2.17K =

'37.86SSD =

' VC70

3K =

'40.67HLSD =

' VC70

10K =

'87.53HLSD =

,0

.4

Existing grade

Proposed grade

OR 58

Access Road C Barnard L aggregate Edge of toe of fill Approximate toe of fill Approximate

2. See Section 646 to design and submit for approval.

conceptual purposes only. Contractor

1. Access road design shown for

NOTE:

Fill: 3346 CuY Aggregate: 88 CuY Conceptual Quantities

Clearing limits

CL

2%

1:2 1:2

2%

10'10'

Typical Section Barnard Access Road aggregate Surface course

:3 a n u a ry

A c c e s s R o a d

P la n

S h e

.0

O

R R e tr o fi t B ri d g e F in a l D e s ig n \d w g \D

G N

\o r-d o t1

\B a rn a rd

A c c e s s R o a d V

.d g n

STATE PROJECT

NUMBER

SHEET

OR DOT 18(1) D.6

55V-066

ACCESS ROAD

WILLAMETTE RIVER (BARNARD)

BRIDGE 07894

OPTION Z

S A

L M

O N C

R E

E K

END WORK

2576+16.92

MP 35.98

CREEK BRIDGE

SALMON

BRIDGE 02073C

BEGIN WORK

2573+98.08

MP 35.98

CREEK BRIDGE

SALMON

BRIDGE 02073C

Edge of water

N

Scale in feet

25 50 100 150

3) See Section G for Temporary Traffic Control.

2) See Section E for Soil Erosion and Sediment Control.

1) No survey data collected for this site.

Note:

See Section K for details

Salmon Creek

Bridge 02073C

Construction limits

Construction access

C OR58L

Gr ee nwat er s P ar k

Construction access

55V-066

.1

(Typ.)

Turf Establishment

STATE PROJECT

NUMBER

OR DOT 18(1) D.7

:2 e c e m b e r

P la n

S h e

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r d S a lm o n C o n tr o l.

d g n

SITE PLAN

SALMON CREEK

BRIDGE 02073C

END WORK

2451+44.61

MP 38.25

CREEK BRIDGE

LOWER SALT

BRIDGE 01519A BEGIN WORK

2449+13.39

MP 38.25

CREEK BRIDGE

LOWER SALT

BRIDGE 01519A

Edge of water

L O

W E

R S

A L T C

R E

E K

N

Scale in feet

25 50 100 150

4) See Section H for Permanent Traffic Control.

3) See Section G for Temporary Traffic Control.

2) See Section E for Soil Erosion and Sediment Control.

1) No survey data collected for this site.

Note:

See Section L for details

(Lower) Salt Creek

Bridge 01519A

C OR58L

Construction limits

Construction limits

55V-066

F S R

D

Construction access

Construction access

(Typ.)

Turf establishment

:4 e c e m b e r

P la n

S h e

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r d L o w e r S a lt

C o n tr o l.

d g n

SITE PLAN

SALT CREEK

BRIDGE 01519A (LOWER)

STATE PROJECT

NUMBER

OR DOT 18(1) D.8

GPK FILE DATED November 2019

GEO COORDINATES

POINT

NUMBER

NORTH EAST ELEVATION LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

COMBINED

FACTOR

DESCRIPTION

19101 53804.89 70744.06 496.82 N43°58'58.52307" W122°58'19.73874" 419.83 0.99997564 2.5IN AC WFLHD 19101

19102 53602.54 71272.12 498.58 N43°58'56.67959" W122°58'12.43823" 421.58 0.999975429 2.5IN AC WFLHD 19102

19103 53271.00 71764.18 503.11 N43°58'53.55023" W122°58'05.57795" 426.11 0.999974997 2.5IN AC WFLHD 19103

19104 52796.45 72422.66 501.76 N43°58'49.05742" W122°57'56.38526" 424.76 0.999974751 2.5IN AC WFLHD 19104

19105 52544.24 72954.16 500.94 N43°58'46.72231" W122°57'49.01822" 423.92 0.999974631 2.5IN AC WFLHD 19105

19106 52175.08 73405.81 497.66 N43°58'43.20949" W122°57'42.69576" 420.65 0.999974545 2.5IN AC WFLHD 19106

19141 64248.60 188962.00 1081.00 N43°44'45.00391" W122°30'58.58572" 1006.25 0.999897248 2.5IN AC WFLHD 19141

19142 64399.00 189518.71 1088.58 N43°44'46.62102" W122°30'51.05364" 1013.76 0.999896968 2.5IN AC WFLHD 19142

19143 64525.32 190124.83 1092.44 N43°44'48.01196" W122°30'42.84069" 1017.68 0.999896849 2.5IN AC WFLHD 19143

19144 64729.00 190715.43 1093.19 N43°44'50.16283" W122°30'34.86422" 1018.43 0.999896918 2.5IN AC WFLHD 19144

19145 64910.11 191280.55 1094.76 N43°44'52.08471" W122°30'27.22734" 1020.01 0.999896937 2.5IN AC WFLHD 19145

19146 64947.61 191792.42 1094.66 N43°44'52.57601" W122°30'20.26856" 1019.91 0.999896966 2.5IN AC WFLHD 19146

BRIDGE 05286 COAST FORK

BRIDGE 07894 BARNARD

MODIFIED STATE PLANE COORDINATE SYSTEM (GROUND)

PROJECT : OR DOT 18(1)

DATE OF FIELD WORK : 09/10 2019

DATE OF FINAL ADJUSTMENT : October 2019

PROJECT UNITS : INTERNATIONAL FEET

COORDINATE SYSTEM : Modified State Plane Coordinate System (Ground)

EPOCH DATE : 2010

VERTICAL DATUM : NAVD88 based on Geoid 12B

F

.0

O

R R e tr o fi t B ri d g e F in a l D e s ig n \D o c s \E x c e l\

[C o a s t F o rk

C o n tr o l P o in t T a b le

.x ls x ]S h e e t

-M a y -2

:2

D e s ig n e r

D

C h e c k e r

D e s ig n e d b y

C h e c k e d b y

STATE PROJECT

D.8

SHEET

NUMBER

DOT 18(1)OR

SURVEY CONTROL TABLE

D.9 D

L a u tz e n h e is e r

/2

/2

P.

D ru yv es te in

TABULATION OF EROSION CONTROL

/2

/2

C h e c k e d b y

P

D r u y v e s te in D e s ig n e d b y

D

L a u tz e n h e is e r

E.1

STATE PROJECT

NUMBER

SHEET

F

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r d a .d g n

OR DOT 18(1)

D e c e m b e r

5 48

0 49

495495

500 500

0 1

T

T

UP

TT

N

END WORK

195+18.54

MP 2.46

RIVER BRIDGE

WILLAMETTE

COAST FORK

BRIDGE 05286

19104

CP

CP

19105

BEGIN WORK

190+81.46

MP 2.46

RIVER BRIDGE

WILLAMETTE

COAST FORK

BRIDGE 05286

W I L L

A M

E T

T E R I V

E R

C O

A S

T F

O R

K accordance with Section 625.

3) Apply turf establishment to all disturbed slopes in water into vegetated bank adjacent to the river.

2) Perform dewatering in accordance with Section 208, pump point off of asphalt paves surfaces. See detail sheet E.8.

1) Construct Stabilized Construction Exits at each access

Note:

Fiber roll

Soil erosion control, Fiber roll

Soil erosion control, Scale in feet

50 50 100 150

See I sheets

Cofferdam, typ.

See Sheet F.2 willow pole, typ.

Cuttings, See Sheet E.8 construction exit

Stabilized

See Sheet E.8 construction exit

Stabilized

Construction limits

C OR58L

55V-066

Ordinary High Water

Ordinary High Water

A B

C D

E

F

G

H

I J

K

L

M

N

O

PQ

R

S

T

U

STATE PROJECT

NUMBER

OR DOT 18(1) E.2

:4

M a y

P la n

S h e

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\O

R C o a s t

F o r k \d g n \o r d b .d g n

SEDIMENT CONTROL PLAN

EROSION AND

WILLAMETTE RIVER

1070107

1070 1070

10701070

1075 1075

1075 1075

10751075

1080 1080

108010

1080 1080

1090 1090

10951095

109510951095

10951095

10951095

110011051105 11101115112011251130113511401145

.9

PC

BEGIN WORK

1075+65.00

MP 33.24

BRIDGE

RIVER (BARNARD)

WILLAMETTE

BRIDGE 07894

END WORK

1081+58.00

MP 33.24

BRIDGE

RIVER (BARNARD)

WILLAMETTE

BRIDGE 07894

CP

19143

CP

19144

W I L L

A M

E T

T E R I V

E R

I D

D L E F

O R

K

Cofferdam, typ.

Fiber roll

Soil erosion control, Fiber roll

Soil erosion control, Scale in feet

50 50 100 150

See Sheet F.3 willow pole, typ.

Cuttings, both sides of the river.

5) Do not have cofferdams in place simultaneously on existing channel with a low clearance structure.

Construct bridge that spans the whetted perimeter of the through the side channel during constriction activities.

4) Construct temporary channel crossing to maintain water flow accordance with Section 625.

3) Apply turf establishment to all disturbed slopes in water into vegetated bank adjacent to the river.

2) Perform dewatering in accordance with Section 208, pump point off of asphalt paves surfaces. See detail sheet E.8.

1) Construct Stabilized Construction Exits at each access

Note:

See Sheet E.8 construction exit

Stabilized See Sheet E.8 construction exit

Stabilized

Construction limits

C OR58L

C OR58L

See Note 4

Temporary channel crossing

55V-066

Ordinary High Water

Ordinary High Water

Silt fence

Soil erosion control, A

B C

D

E

F

G

H I

J

K

L

M N

O P

STATE PROJECT

NUMBER

OR DOT 18(1) E.3

:4 a n u a r y

P la n

S h e

.0

O

R

R e tr o f it

B r id g e F in a l

D e s ig n \d w g

\D G

N \o r d o t1

\o r d c .d g n

CONTROL PLAN

EROSION AND SEDIMENT

WILLAMETTE RIVER (BARNARD)

BRIDGE 07894

Sheet E.6

See detail on silt fence

Soil erosion control, S A

L M

O N C

R E

E K

END WORK

2576+16.92

MP 35.98

CREEK BRIDGE

SALMON

BRIDGE 02073C BEGIN WORK

2573+98.08

MP 35.98

CREEK BRIDGE

SALMON

BRIDGE 02073C

Edge of travelled way

Edge of water

N

Scale in feet

25 50 100 150 slopes in accordance with Section 625.

2) Apply turf establishment to all disturbed

1) No survey data collected for this site.

Note:

storage, typ.

Staging/materiel fiber roll.

Soil erosion control, See Sheet E.8 construction exit

Stabilized

See Sheet E.8 construction exit

Stabilized

Construction limits

C OR58L

Gr ee nwat er s P ar k

55V-066

A

B C

DE

F G

H

I

J

K

L

M

N

O P

Q

STATE PROJECT

NUMBER

OR DOT 18(1) E.4

M a y

P la n

S h e

.0

O

R

R e tr o f it

B r id g e F in a l

D e s ig n \d w g

\D G

N \o r d o t1

\o r d d

.d g n

SEDIMENT CONTROL PLAN

SALMON CREEK EROSION AND

BRIDGE 02073C

END WORK

2451+44.61

MP 38.25

CREEK BRIDGE

LOWER SALT

BRIDGE 01519A BEGIN WORK

2449+13.39

MP 38.25

CREEK BRIDGE

LOWER SALT

BRIDGE 01519A

Edge of travelled way

Edge of water

L O

W E

R S

A L T C

R E

E K

N

Scale in feet

25 50 100 150 slopes in accordance with Section 625.

2) Apply turf establishment to all disturbed

1) No survey data collected for this site.

Note:

storage (typ.)

Staging/materiel fiber roll.

Soil erosion control, See Sheet E.8 construction exit

Stabilized

See Sheet E.8 construction exit

Stabilized

Construction limits

C OR58L

See Sheet E.6 silt fence

Soil erosion control, 55V-066

A B

C D

E

F G

H

I

J K

L

M N

O P

:0

M a y

P la n

S h e

.0

O

R

R e tr o f it

B r id g e F in a l

D e s ig n \d w g

\D G

N \o r d o t1

\o r d e .d g n

SEDIMENT CONTROL PLAN

SALT CREEK EROSION AND

BRIDGE 01519A (LOWER)

STATE PROJECT

NUMBER

OR DOT 18(1) E.5

NO SCALE

REVISED: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U S

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

W .d g n

O c to b e r

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

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 m in m in m in

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

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

4" min.

6" min. trench

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

S

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

W .d g n

J u ly

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

CONSTRUCTION EXIT

STABILIZED

W157-19

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

S

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

W .d g n

J u ly

STABILIZED CONSTRUCTION EXIT

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 ty p.

50' (typ.)

6" (min.)

TABULATION OF REVEGETATION

D a n

L a u tz e n h e is e r

/2

/2

C h e c k e d b y

P

D r u y v e s te in D e s ig n e d b y

F.1

STATE PROJECT

NUMBER

SHEET

F

.0

O

R

R e tr o f it

B r id g e F in a l

D e s ig n \d w g

\D G

N \o r d o t1

\o r f a .d g n

OR DOT 18(1)

D e c e m b e r

0 4

48548

5 48

0 500

T

N

19104

CP

CP

19105

W I L L

A M

E T

T E R I V

E R

C O

A S

T F

O R

K

Method A, Class 3

Placed riprap, willow pole (typ.)

Cuttings, Scale in feet

10 20 40 60

Riprap

Plant cuttings, willow pole in riprap

C OR58L

Bridge 05286

55V-066

Water (TYP)

Ordinary High of the bridge.

1) Do not plant trees or willow poles within 20 feet

Note:

(Typ.)

Turf establishment

Turf Establishment

STATE PROJECT

NUMBER

OR DOT 18(1) F.2

J u n e

P la n

S h e

.0

O

R

R e tr o f it

B r id g e F in a l

D e s ig n \d w g

\D G

N \o r d o t1

\D e w a te r in g \C o a s t

F o r k

R e V e g

P la n .d g n

REVEGETATION PLAN

WILLAMETTE RIVER

5101520253035404550556065707580859095100105110115120125130135140145150155160165170175180185190195200205210215220225230235240245250255260265270275280285290295300305310315320325330335340345350355360365370375380385390395400405410415420425430435440445450455460465470475480485490495500505510515520525530535540545550555560565570575580585590595600605610615620625630635640645650655660665670675680685690695700705710715720725730735740745750755760765770775780785790795800805810815820825830835840845850855860865870875880885890895900905910915920925930935940945950955960965970975980985990995 1005101010151020

10651065

1070 1070

10701070

10701070

10901090

N species (10 trees).

burlaped, match existing

Planting trees, balled and estimated area.

Removal, individual tree, (20 trees).

Match existing species balled and burlaped, typ.

Planting, trees, of the bridge.

2) Do not plant trees or willow poles within 20 feet placed on vegetated bank.

1) 8 large downed wood sections to be conserved and

Note:

species (10 trees).

burlaped, match existing

Planting trees, balled and estimated area.

Removal, individual tree, willow pole (typ.)

Cuttings, OHW

Scale in feet

25 50 100 150

Riprap

Plant cuttings, willow pole in riprap

Estimated area of tree removal

Planting, tree; balled and burlaped

C OR58L

Bridge 07894

55V-066

(Typ.)

Turf establishment

Turf Establishment

Access Road

STATE PROJECT

NUMBER

F.3

REVEGETATION PLAN

WILLAMETTE RIVER (BARNARD)

BRIDGE 07894

OPTION Z

:3 a n u a r y

R e V e g P la

.0

O

R

R e tr o f it

B r id g e F in a l

D e s ig n \d w g

\D G

N \o r d o t1

\B a r n a r d

R e V e g

P la n .d g

Central leader.

Existing soil.

loosened soil.

Slope sides of flush with finished grade.

Top of root ball shall be settle the soil.

around the root ball to been backfilled, pour water

When the planting hole has tree. Do not over compact.

ball in 6" lifts to brace tamp soil around the root

Prior to mulching, lightly to the area and depth shown.

the soil to reduce compaction

Loosened soil. Dig and turn on top of rootball.

more than 1" of mulch

4" layer of mulch. No

Finished grade of root ball 3x widest dimension

TREE W/ BERM (EXISTING SOIL NOT MODIFIED)

existing or recompacted soil.

Bottom of root ball rests on periphery.

Begin berm at root ball above root ball surface.

ball 4" high x 8" wide soil berm around root

Construct round-topped required

Root ball modified as edition for root ball size.

meet ANSI Z60 current

Trunk caliper shall

Filter fabric aggregate

Filter layer graded

'6" thickness salvaged material, Top dress with

OHW

Class 3

Placed riprap, method A, Finished grade

6" thickness material, min.

Native bank

3) Place poles 2' apart.

2) Base of poles to penetrate 12" below filter fabric.

is not representative of the time of installation.

1) Rooted/leafed condition of the living plant material

Note:

filter fabric.

Extend min. 12" below

Cuttings, willow pole.

LIVE WILLOW POLES

55V-066

:5

M a y

T r e e D e ta il s

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\B a r n a r d R e V e g P la n .d g n

MISCELLANEOUS DETAILS

STATE PROJECT

NUMBER

OR DOT 18(1) F.4

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

/2

/2

C h e c k e d b y

P

D r u y v e s te in D e s ig n e d b y

D a n

L a u tz e n h e is e r

G.1

STATE PROJECT

NUMBER

SHEET

F

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r n a .d g n

OR DOT 18(1)

D e c e m b e r

OREGON HW

Y 58

100'

50'-100'

F la g g e r

50'-100'

100'

A

A

SECTION A-A

F la g g e r

BE

PREPARED

TO STOP

W -4

BE

PREPARED

TO STOP

W -4

C W -2

C W -2

ROAD WORK

END

48X24

CG20-2A

ROAD WORK

END

48X24

CG20-2A

Buffer Zone message sign (PCMS)

Portable changeable message sign (PCMS)

Portable changeable

3) See detail sheet G.13 for additional lane closure details.

2) Reference Section 156 for lane closure requirements.

1) Provide lighting system for nighttime operations per Section 156.08.

Note:

the other side of the structure.

closure. Flip configuration for lane closure on

Temporary traffic control shown for single lane

Note:

±1'-0" 2'-0"

Work Zone 15'-0"

Traffic Lane 12'-0" min.

marker

Temporary traffic

CL Bridge

55V-066

500'

250'

500'

500'

250'

250'

250'

Activity Area

500'

500'

500'

STATE PROJECT

NUMBER

OR DOT 18(1) G.2

:5

M a y

P la n

S h e

.0

O

R

R e tr o f it

B r id g e F in a l

D e s ig n \d w g

\D G

N \o r d o t1

\O

R

C o a s t

F o r k

\d g n \o r n b

.d g n

CONTROL PLAN

TEMPORARY TRAFFIC

WILLAMETTE RIVER

O

REG

O N H

W Y

0'

'-1

'-1

0'

500'

0'

F la g g e r

F la g g e r

ROAD WORK

END

48X24

CG20-2A

ROAD WORK

END

48X24

CG20-2A

C W -2

C W -2

BE

PREPARED

TO STOP

W -4

BE

PREPARED

TO STOP

W -4

A

A

Buffer Zone message sign (PCMS)

Portable changeable message sign (PCMS)

Portable changeable

3) See detail sheet G.13 for additional lane closure details.

2) Reference Section 156 for lane closure requirements.

1) Provide lighting system for nighttime operations per Section 156.08.

Note:

closure on the other side of the structure.

lane closure. Flip configuration for lane

Temporary traffic control shown for single

Note:

SECTION A-A

±2'-0" 2'-0"

Work Zone 16'-1"

Traffic Lane 12'-0" min.

marker

Temporary traffic

CL Bridge

55V-066

0'

0'

0'

0'

0'

0'

0'

Ac tiv ity A re a

STATE PROJECT

NUMBER

OR DOT 18(1) G.3

J u n e

P la n

S h e

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r n c .d g n

CONTROL PLAN

TEMPORARY TRAFFIC

WILLAMETTE RIVER (BARNARD)

BRIDGE 07894

Arrow

Sequential

8' B(III)R

Arrow

Sequential

8' B(III)R

3) See detail sheet G.14 for additional lane closure details.

2) Reference Section 156 for lane closure requirements.

1) Provide lighting system for nightime operations per Section 156.08.

Note:

A

A the structure.

Flip configuration for lane closure on the other side of

Temporary traffic control shown for half bridge closure.

Note:

350'

350'

350'

350'

245'

350'

175'

245'

350'

350'

350'

245'

B u ffe r

B u ffe r

Ta p e r

Ta p e r

Taper

Taper W -5

CLOSED

AHEAD

RIGHT LANE

W 4-

ROAD WORK

END

48X24

CG20-2A

W -5

CLOSED

AHEAD

LEFT LANE

W 4-

ROAD WORK

END

48X24

CG20-2A

(M ou nt o n

TS

S)

W

1-message sign (PCMS) Portable changeable message sign (PCMS) Portable changeable

SECTION A-A

(M ou nt o n

TS

S)

W

1-

8' B(III)R

55V-066

Traffic Lane 12'-0" min.

Work Zone 37'-4"

Traffic Lane 12'-0" min.

Shoulder 4'-0" marker Temporary traffic

2'-0" 2'-0"

STATE PROJECT

NUMBER

SHEET

OR DOT 18(1) G.4

CONTROL PLAN

TEMPORARY TRAFFIC

SALMON CREEK

BRIDGE 02073C

:1

J u n e

P la n

S h e

.0

O R

R e tr o fi t

B ri d g e

F in a l D e s ig n \d w g

\D G

N \o r-d o t1

\o r-n d

.d g

ROAD WORK

END

48X24

CG20-2A

500'

500'

500'

100'

'-1

250'

50'-100' 250'

100'

500'

500'

500' A ctiv ity A re a

BE

PREPARED

TO STOP

W -4

C W -2

BE

PREPARED

TO STOP

W -4

C W -2

ROAD WORK

END

48X24

CG20-2A

Buffer Zone F la g g e r

F la g g e r

A

A message sign (PCMS)

Portable changeable message sign (PCMS)

Portable changeable

3) See detail sheet G.13 for additional lane closure details.

2) Refer to Section 156 for lane closure requirements.

1) Provide lighting system for nighttime operations per Section 156.08.

Note:

other side of the structure.

closure. Flip configuration for lane closure on the

Temporary traffic control shown for single lane

Note:

SECTION A-A

±2'-0" 2'-0"

Work Zone 16'-0"

Traffic Lane 12'-0" min.

marker

Temporary traffic

CL Bridge

55V-066

:5 p r il

P la n

S h e

.0

O

R R e tr o f it

B r id g e F in a l

D e s ig n \d w g \D

G N

\o r d o t1

\o r n e .d g n

TRAFFIC CONTROL PLAN

SALT CREEK TEMPORARY

BRIDGE 01519A (LOWER)

STATE PROJECT

NUMBER

OR DOT 18(1) G.5

Freeway

Use aggregate wedge when abrupt edge is 2 inches or greater.

four feet wide protect longitudinal abrupt edge as shown.

When paved shoulders adjacent to excavations are less than

NOTES:

shoulder, as far as practical.

Place cart / generator / power supply off of the on 10' spacing.

Use six tubular markers in shoulder taper outside shoulder, where practical.

Install Flagger Station Lighting beyond the

2" or GreaterExtg. pavement aggregate base rock

Shoulder or message sign (PCMS)

Portable changeable

20'

100'

4' B(III)R

Temp. Plastic Drums

Lighting

Flagger Station

50'

10'

Markers

28" Tubular

Place roll-up signs in advance of barricades.

plaques to the sign face using hook and loop fasteners.

If roll-up signs are used, attach the correct (CW21-9) throughout excavation area at spacings shown.

Continue signing and other traffic control devices

"RIGHT" (CW21-8C) riders with "LEFT" (CW21-8A) riders.

8' B(III)R barricades with 8' B(III)L barricades and replace the

If the excavation is located on left side of traffic, replace the abrupt edges of 1 inch or greater.

or other roadway work. Use abrupt edge signing for longitudinal

Abrupt edges may be created by paving, operations, excavations

GENERAL NOTES FOR ALL TCP DRAWINGS:

for max. spacing.

See TCD Spacing Table

Temp. Plastic Drums for max. spacing.

See TCD Spacing Table

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION

PORTABLE CHANGEABLE MESSAGE

LIGHTING DELINEATION

FLAGGER STATION

Sl. 1:3

TAPER TYPES & FORMULAS

TEMPORARY BARRIER FLARE RATE TABLE

TAPER FORMULA

Merging (Lane Closure)

Shifting

Shoulder Closure

Flagging (See Drg. TM850)

Downstream (Termination)

"L"

"L"3 1"L"/3 or

50' - 100'

Varies (See Drawings)

"L"2 1"L"/2 or the Speed from the Tables below:

Use Pre-Construction Posted Speed to select

For Lane closures where W < 10', use "L" value for W = 10'.

Limit spacing adjustments to 30% of the "A" dimension for all speeds.

When necessary, sign spacing may be adjusted to fit site conditions.

Place traffic control devices on 10 ft. spacing for intersection and access radii.

NOTES:

SPEED (mph) MINIMUM FLARE RATE

M I N I M U M L E N G T H S T A B L E

"L" VALUE FOR TAPERS (ft) BUFFER "B" (ft)W = Lane or Shoulder Width being closed or shifted

20:1

19:1

18:1

16:1

14:1

12:1

10:1

9:1

8:1

FREEWAYS

SPEED (mph) W = 12 W = 14 W = 16

TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE

20 - 30

35 - 40

45 - 55

60 - 70 700

100 100

15001000 2640

100 20

Device Spacing (ft)

Max. Channelizing Sign Spacing (ft) SPEED (mph)

A B C

CW21-8A

(As noted)

36x18

C W

(Mount on TSS)

(As needed)

42x18

CW21-8C

OR

C

W

Plaques

CW21-9

Abrupt edge

8' B(III)R 8' B(III)R

mi.4 1 mi.4

1 mi.4

EDGE

ABRUPT

RIGHT

LEFT

(Roll-up sign)

(As needed)

EDGE

ABRUPT 32x11

32x11

32x11

CENTER

RIGHT

LEFT

≤ 10W

W/60, S = Speed, W=WidthS 45: L = WS, Speeds < 45: L = ≥ formula, for Speeds For Shoulder closures where W < 10', use "L" value for W = 10' or calculate "L" using

Combine drawing details to complete temporary traffic control for each work activity.

Do not locate sign supports in locations designated for bicycle or pedestrian traffic.

High speed highways have a pre-construction posted speed of 45 mph or higher.

Low speed highways have a pre-construction posted speed of 40 mph or less.

All other signs mounted on barrier sign supports shall not exceed 12 sq. ft. in total sign area.

All diamond shaped warning signs mounted on barrier sign supports shall be 36" by 36".

background of all temporary warning signs.

Use flourescent orange sheeting for the All signs are 48" x 48" unless otherwise shown.

to indicate traffic movements.

Arrows shown in roadway are directional arrows sequential arrow boards.

Place a barricade approx. 20' ahead of all shown are the minimum required.

Signs and other Traffic Control Devices (TCD)

TYPICAL ABRUPT EDGE DELINEATION

Smart Work Zone Systems Portable Traffic Signals

Detail as shown is used for trailered and non-crashworthy components of:

barricade may be omitted when PCMS is placed behind a roadside barrier.

Use six drums in shoulder taper on 20' spacing. The drums and

Left shoulder, use Type B(III)L Right shoulder, use Type B(III)R Use the appropriate type of barricade panels for PCMS location.

Install PCMS beyond the outside shoulder, when possible.

TM800

PCMS DETAILS

TABLES, ABRUPT EDGE AND

55V-066

:1

J u n e

U n ti tl e d S h e t

.0

O

R R e tr o fi t B ri d g e F in a l D e s ig n \d w g \D

G N

\o r-d o t1

\S ta n d a rd

D e ta il s \O

D O

T D e ta il s \T e m p T ra ff ic

C o n tr o l\ T

M T a b le s a n d P

C M

S .d g n

DETAIL

STATE PROJECT

NUMBER

SHEET

OR DOT 18(1) G.6

LC

CL

CL

CL

sheeting on rail encapsulated lens

White and orange

Extg. ground

" 6 m in m in m in m in

V a r

4' min. - 8' max.

m in

V a r m in

"6 m in

24" min. - 48" max.

sheeting on rail encapsulated lens

White and orange

Extg. groundExtg. ground sheeting on rail encapsulated lens

White and orange

M in

V a r

"6

24" min.

direction toward which traffic must turn in detouring.

it is desirable that the stripes slope downward in the

Where a barricade extends entirely across a roadway, at an angle of 45° in the direction traffic is to pass.

Markings for barricade rails shall slope downward directions from the center of the barricade.

slope the chevron striping downward in both

Where both right and left turns are provided for, local road users.

across roadway unless access is required for may be used. Extend barricades completely

For full roadway closures, the C or LR barricade

NOTES:

Traffic Traffic

(For approaching traffic)(For approaching traffic)

(For approaching traffic)

Traffic

(For approaching traffic)

Traffic

BARRICADE RAIL LAYOUT

DIAGRAM FOR BARRICADE PLACEMENT AND SLOPE MARKING

BARRICADE NOTATION

B(III)R

LT. SIDE - L

CLOSED…