00012712_Att A_Plans.pdf

PLANS FOR PROPOSED PROJECT

ST. HELENS

ASTORIA

TILLAMOOK

MCMINNVILLE

ALBANYNEWPORT

CORVALLIS

HOOD

RIVER

DALLES

THE

MADRAS

PRINEVILLE

BEND

COQUILLE

GRANTS

PASS

Ashland

BURNS

KLAMATH

FALLS

CONDON

MORO

PENDLETON

LA GRANDE

ENTERPRISE

VALE Ontario

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

Athena

N. Powder

Unity Dayville

Sisters

Juntura

Frenchglen

Burns Jct.

McDermitt

Paisley

La Pine

Crescent

Biggs

Lexington

Hermiston Boardman

Ukiah

Arlington

Malin

Brookings

Coos Bay

Drain

Canyonvil le

Reedsport

Oakridge

Goshen Florence

Lincoln City

Waldport

Home Sweet

Detroit Antelope

Maupin

Forest Grove

Hebo

Cannon Beach

Seaside Rainier

Milton-Freewater

W

26 35 197

39519

3953197

Bonanza

Junction City

BAKER CITY

HEPPNER

Copperfield

Lake Silver

Junction CaveBEACH

GOLD

Orford Port

LAKEVIEW

CANYON

CITY

Day John

CITY

OREGON

HILLSBORO

DALLAS

Redmond

Val ley Jordan

STATE OF OREGON

DEPARTMENT OF TRANSPORTATION

Overall Length Of Project - XX.XX Miles

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

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S A F E T Y

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S A F E T Y

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S A F E T Y

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S A F E T Y

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S A F E T Y

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F

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F

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S A F E T Y

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S A F E T Y

F

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S A F E T Y

F

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S A F E T Y

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S A F E T Y

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S A F E T Y

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MTRAPED

N

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ATROPS

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H_M24087_ts_01.dgn :: Default 1/22/2025 11:41:06 AM hwyr33e 1"=100' Scale: Rotation: 0°

58V-035

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

ATTENTION:

(503) 232-1987).

The Oregon Utility Notification Center Is

The Center (Note: The Telephone Number For

You May Obtain Copies Of The Rules By Calling

Through OAR 952-001-0090.

Those Rules Are Set Forth In OAR 952-001-0001

By The Oregon Utility Notification Center.

Oregon Law Requires You To Follow Rules Adopted

CULVERT REPAIRS

US 101: CULVERT REPAIR PROJECT

MARCH 2025

TILLAMOOK & LINCOLN COUNTIES

OREGON COAST HIGHWAY

HB01 Culvert Repair MP 73.46

HB02 Culvert Repair MP 74.95

HB03

HB04

Culvert Repair MP 75.19

Culvert Repair MP 89.37

Culvert Repair MP 89.81

Culvert Repair MP 131.65

Culvert Repair MP 128.76 & 129.18

HB05

HB07

HB08

- Trench Backfill, Bedding, Pipe Zone And Multiple InstallationsRD300

- Street CutRD302

- Culvert Embankment Protection and Riprap PadsRD317

- Coupling Bands For Corrugated Metal PipeRD325

- Coupling Bands For Corrugated Metal PipeRD326

- Coupling Bands For Corrugated Metal PipeRD327

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

TILLAMOOK & LINCOLN COUNTIES

PACIFIC COAST HIGHWAY

MP 73.46 TO MP 131.65

US 101: CULVERT REPAIR PROJECT

A01STATE

MP 73.46 TO MP 131.65

MP 129.18

US101: OREGON COAST HWY.

MP 128.76

US101: OREGON COAST HWY.

MP 89.81

US101: OREGON COAST HWY.

MP 89.37

US101: OREGON COAST HWY.

MP 75.19

US101: OREGON COAST HWY.

MP 74.95

US101: OREGON COAST HWY.

MP 73.46

US101: OREGON COAST HWY.

MP 131.65

US101: OREGON COAST HWY.

HB06 Detail Sheet

HD01 TWM MP 73.46

HD02 TWM MP 74.95

HD03 TWM MP 75.19

HD04 TWM MP 89.37

HD05 TWM MP 89.81

Culvert Marker DetailsHB09

HD06 Concept Temporary Water Management Details

2025.01.23 07:41:51 -08'00'

2025.01.23 07:42:31

2025.01.23 07:43:19

2025.01.23 07:44:20

2025.01.23 07:34:28

2025.01.23 07:35:42

2025.01.23 07:36:25

2025.01.23 07:37:17

2025.01.23 07:19:44

2025.01.23 07:20:43

2025.01.23 07:26:04

2025.01.23 07:28:39

2025.01.23 07:39:18

2025.01.23 08:24:29

2025.01.23 07:40:57

RD300

INSTALLATIONS

PIPE ZONE AND MULTIPLE

TRENCH BACKFILL, BEDDING,

R D

.d g n

14-JUL-2014N/A

J U

L

C

"A" note 4)

(See general

Tracer wire

MULTIPLE INSTALLATIONS

DIAMETER MIN. SPACE BETWEEN PIPES

(in)

"A"

(in)

"B"

(in)

"C"

(in)

"D"

TABLE A

Finish grade stabilization, as required

Trench foundation see Table A

"C" Pipe bedding, Top of subgrade as directed

Topsoil or existing material

Surfacing-match

Base material m a te r ia l

E x c a v a te d n a ti v e

C la s s A c r u s h e d r o c k

C la s s B o r m a x c le a n s a n d

C la s s C

A s d ir e c te d m a te r ia l m a x

C la s s D p it o r b a r r u n

C L

S M

C la s s E

T re n c h b a c k fi ll a re a P ip e z o n eS e e T a b le

A

D

Nom."B" "B"

Pipe diameter

24" min.

m in

D ia

Up to 48"

48" to 72"

24"

) dia. of pipe2

One half (

4. See Std. Dwg. RD336 for tracer wire details (When required).

3. Pipes over 72" diameter are structures, and are not applicable to this drawing.

diameter.

used and the pipe is ≥ 36" diameter, increase dimension "B" to nominal pipe

2. For pipe installation in embankment areas where the trench method will not be

1. Surfacing of paved areas shall comply with street cut Std. Dwg. RD302.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

see general note 3.

For pipes over 72" diameter, the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

RD302

STREET CUT

R D

.d g n

20-JUL-2020N/A

J U

L

(Actual)

Trench width whichever is greater. Compact as specified.

4. Place AC mix minimum thkn. of 6" or the thkn. of the removed pavement, details.

3. For joining new concrete to existing concrete, see contract plans for sepecific or to the thickness of removed pavement, whichever is greater.

2. Concrete pavement shall be replaced with concrete to a minimum thickness of 8"

1. All existing AC or PCC pavement shall be sawcut prior to repaving.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

(AC patch only) with tack material and sand

Seal surface over joint concrete as specified

CLSM or full depth asphalt

Compacted aggregate base, backfill as specified

Compacted trench

(Extg.)

Undisturbed base

Extg. pvmt.

see general notes

Pvmt. replacement, min.

6" min.

6"

Min. width=Roller width plus 2" m in

Tack coat cut edges (AC only) the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD317

AND RIPRAP PADS

PROTECTION

CULVERT EMBANKMENT

R D

.d g n

30-JUN-2022N/A

J U

N

12 3

2B B 2B when directed

Riprap protection

W general note 4

See Std. Drg. RD316, D

T general note 4

See Std. Drg. RD316, D

T on plans or directed

Cutoff wall when shown when directed

Riprap protection

W

B

T = Thickness of riprap blanket, see Table A.

D = Diameter of circular barrel or rise of arch pipe, box, or open-bottom arch.

B = Diameter of circular barrel or span of arch pipe, box, or open-bottom arch.

general note 4

See Std. Drg. RD316, D

T when directed

Riprap protection

BB

W

B listed dimension.

* L is the greater of 4B or the

TABLE A - Embankment Slope Protection

See special details or Standard Drawings as called for on plans.

end sections, or other measures).

treatment (sloped ends, culvert embankment protection, paved end slopes, safety

2. Open ends of pipes normally require a site specific design, and may require special

1. See Std. Drg's. RD300 & RD304 for installation details.

c) Riprap pad, end view

W slope protection.

the width of the embankment pad is the larger of 5B or

3 Top width (W) of the riprap loose riprap.

Class 200 and Class 700

2 Use riprap geotextile under rock in order to place riprap.

1 Do not excavate non-erodible

B

Riprap Class T Distance

36 Inches *

24 Inches *

18 Inches

12 Inches

TABLE B - Riprap Pad Dimensions

Class

Riprap

(ft)

L *

(ft)

T

5.6

4.3

3.3

2.3

4B or 3.3

4B or 2.0

4B or 1.6

4B or 1.3 protection

Embankment

b) Riprap pad with cutoff wall, elevation view

L (See Table B)

L (See Table B)

a) Riprap pad without cutoff wall, elevation view

Cutoff wall

Riprap geotextile culvert invert thickness under

Pad should be full

Riprap geotextile

Channel bottom

T (See Table B)

Embankment protection

Outlet invert

W= Width of top of riprap pad, ft

T = Thickness of riprap pad, ft

L = Length of bottom of riprap pad, ft

B = Diameter or span of conduit, ft

T (See Table B)

A

A

B

B

C

C

B2 11 B2

Riprap pad riprap and embankment

* Riprap geotextile required between on plans or directed

Cutoff wall when shown

Wingwall and headwall

EMBANKMENT PROTECTION

RIPRAP PADS

HEADWALL AND WINGWALLS

SLOPED OR PROJECTING END

SLOPED END WITH SLOPE PAVING

SECTION A-A

SECTION B-B

SECTION C-C

RIPRAP PAD NOTES:

GENERAL NOTES FOR ALL DETAILS:

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD325

CORRUGATED METAL PIPE

COUPLING BANDS FOR

R D

.d g n

REVISED DETAILS AND NOTES01-2023

20-JAN-2023N/A

J A

N

⅝

½

⅜

⅝

⅝

½

Band 7"

W

(In) Pipe Dia.

(In) Pipe Dia.W (In)

Ann.Hel. Bolts "2

# Of W (in)

Ann.Hel.

24-84

18-84

12-15

6-10

2-3

36-120

36-84

Bolts "2

# Of

Dim. A

C o rr u g a ti o n s

60-84

24-54

12-21

84-120

60-84

36-54

Rods # Of

Rods # Of

"x

(in) W

(in) W

"x anchors, when required.

See Std. Dwgs. RD330 and RD332 for pipe slope8.

engineer.

or other insulating material as approved by the a full width neoprene gasket or coated with asphalt connected, the connecting band shall be used with To prevent galvanic action when unlike metals are7.

diameters over 42".

bands of two or more pieces are required for pipe pipe diameters up to and including 42". Coupling One or two piece coupling bands are optional for6.

Standard Specifications.

tested for water tightness in accordance with the Joints for sanitary sewers and siphons are to be5.

". 16 3diameter, the gasket thickness may be centering on the joint. For pipes 12" or less in thick of a width equal to the band width and

" 8 3 vulcanized) synthetic, closed-cell sponge rubber all coupling bands shall be (butt-cemented or installations when shown on the plans. Gaskets for irrigation pipes, storm sewers, and other Watertight joints with gaskets are required for4.

corrugation and pipe diameter shown may be used.

width coupling band indicated for the band type, used as an acceptable alternate, the minimum Under conditions where concrete pipe may be3.

that used for the pipe.

aluminum pipe shall be of the same thickness as nominal thickness. Coupling bands for corrugated 0.109" nominal thickness nor less than 0.052" than that used for the pipe but not more than pipes may be two numerical thicknesses lighter Coupling bands for corrugated iron and steel2.

shall be galvanized or aluminum coated.

All steel coupling bands and connection hardware1.

TYPE E

TYPE DTYPE BTYPE A

HELICAL COUPLINGANNULAR COUPLING

CONNECTION ANGLE DETAIL

TOP VIEW

END VIEW END VIEW

COUPLING BAND DIMPLE DETAIL

" Corrugations2 1"x3

22 3"x1" Corrugations

(In) Pipe Dia.

(In) Rod Dia.

Narrow Band Wide Band

Req'd. above 42" dia.

to 42" diameter.

Second angle conn. opt.

Band (See general note 4) where required Watertight joint gasket

"16 32"x2"x

" bolts2 and toe of angle of corrugation at heel fillet weld at crest Rivet, spotweld or bolts "2

Band

Pipe Band

Pipe with cut washers " carriage bolts8

32 -

W W joints req'd. for watertight (Sigma) clips

Band

(See general note 4) where required Watertight joint gasket with cut washers " carriage bolts8

32 -pipe corrugated Helically

Helical pipe

Band

Pipe

(See general note 6) where required Watertight joint gasket

Cast lug

Band

4 - Rods and lugs

Cast lug

Pipe as reqd. to fit the helix angle.

Dimension A: 7" min. between dimples

" bolts2 13 -

Pipe

Band min 12"

"16 32"x2"x to fit the helix angle 8 spaces as reqd.

"2

(For 6"-10" dia. pipes)

(For 12"-30" dia. pipes)

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD326

COUPLING BANDS FOR

R D

.d g n

REVISED DETAILS AND NOTES01-2023

20-JAN-2023N/A

J A

N

"2

TYPE F-2

"2

(See Std. Dwg. RD327) bolt bar

Tension strap and bolt (Typ.)

"x6" carriage 2

21"

(12"-42" diameter)

Spot welded 8" band angle end for helical pipe

Reformed pipe bolt (Typ.)

"x6" carriage 2

(48"-144" diameter) strap with bolt bar

Spot welded tension

SINGLE BAR & STRAP CONNECTOR

DOUBLE BAR & STRAP CONNECTOR

a a

(Typ.)

See INSERT "A"

"4

3"x1" corrugations width is 14

", with8 corrugations width is 13

"2

"x3

For annular pipe with 2 end helical pipe

Reformed rolled

(See general note 4) where required

Watertight joint gasket

(when required) to annular corrugations

Spiral pipe ends reformed sleeve gasket, when required

" neoprene strip or8

(Typ.)

Alternate O-ring gasket

"3

" or 21"2

"2

"3

2"

JOINT DETAIL (TYPE F1 & F2)

INSERT "B"

TYPE F

JOINT DETAIL (TYPE F)

INSERT "A"

"2

21"

SINGLE 12" BAND ANGLE CONNECTOR

DOUBLE BAND ANGLE CONNECTOR

bolt (Typ.)

"x6" carriage 2 connector

12" Band angle for clarity (Typ.)

Band lap not shown

TYPE F-1

bolt (Typ.)

"x6" carriage 2 connector

8" Band angle for clarity (Typ.)

Band lap not shown

(Typ.)

See INSERT "B"

(Typ.)

See INSERT "B"

(Typ.)

"x6" bolts2

2 -

"2 with bolt bar tension strap

Spot welded a

(See Detail "A" on Std. Dwg. RD327)

Tension strap and bolt bar

(12"-84" diameter) with bolt bar

Spot welded tension strap

(48"-84" diameter)

Spot welded 12" band angle

(48"-144" diameter)

Spot welded 20" band angle a anchors, when required.See Std. Dwgs. RD330 and RD332 for pipe slope 8.

other insulating material as approved by the engineer.

band shall be used with a full width neoprene gasket or coated with asphalt or

To prevent galvanic action when unlike metals are connected, the connecting 7.

pipe diameters over 42 inches.

including 42 inches. Coupling bands of two or more pieces are required for diameters up to and One or two piece coupling bands are optional for pipe 6.

accordance with the Standard Specifications.

for water tightness in Joints for sanitary sewers and siphons are to be tested 5.

inch. 16 pipes 12 inches or less in diameter, gasket thickness may be inch thick of a width equal to the band width and centering on the joint. For 8 shall be (butt-cemented or vulcanized) synthetic, closed-cell sponge rubber and other installations when shown on the plans. Gaskets for all coupling bands

Watertight joints with gaskets are required for irrigation pipes, storm sewers, 4.

inch bands).8 inch minimum diameter (14-8 inch bands) and 1-8 and 13-inch2 nch minimum diameter (10- i16 between bands. "O" ring gaskets shall be inch band) shall be placed in lap 4 inch band) or 9 inch (14- 8 band) or 8 inch (13-inch2 inch wide by 5 inch (10-2

1- inch by 8

C443 and a mastic sealant strip

Gaskets for the Type F coupling band shall be "O" rings conforming to ASTM 3.

to arch pipes of equal peripheral measurement.

Type F coupling bands shown for pipes 15 inch to 72 inch in diameter are typical2.

See Std. Dwg. RD325 for general notes, and details not shown.1.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

SINGLE 8" BAND ANGLE CONNECTOR

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

RD327

COUPLING BANDS FOR

R D

.d g n

REVISED DETAILS AND NOTES01-2023

20-JAN-2023N/A

J A

N are required for pipe diameters over 42 inches.

up to and including 42 inches. Coupling bands of two or more pieces

4. One or two piece coupling bands are optional for pipe diameters

. "16 in diameter, the gasket thickness may be the band width and centering on the joint. For pipes 12 inches or less thick of a width equal to "8 synthetic, closed-cell sponge rubber

Gaskets for all coupling bands shall be (butt-cemented or vulcanized) storm sewers, and other installations when shown on the plans.

3. Watertight joints with gaskets are required for irrigation pipes, approved by the engineer.

gasket or coated with asphalt or other insulating material as the connecting band shall be used with a full width neoprene

2. To prevent galvanic action when unlike metals are connected, not shown.

1. See Std. Dwgs. RD325 and RD326 for general notes, and details provide a tensile strength of 7500 lbs are permissible.

Design variations in fasteners (Straps, bars, & welds) which

NOTE:

provide a tensile strength of 7500 lbs are permissible.

Design variations in fasteners (Straps, bars, & welds) which

NOTE:

Coupling band sealant where required

Watertight joint gasket or

Forged steel bar

" dia.8

(Typ.)

" square hole16

(Typ.)

Spot welds Band sheet

"4

"x84

Tension strapBolt bar

(See general note 3)

"4

"8

" 2

BOLT BAR DETAIL

WATERTIGHT JOINT

TENSION STRAP

DETAIL A

TOP

FRONT

FLAT BAND OR DIMPLE BAND

TYPE K

(FOR PIPE EXTENSIONS ONLY)

or helical end with reformed end

New pipe extension with helical end

Extg. pipe

(See table A)

W connector

Band angle connector

Bar & Strap bolt (Typ.)

"x6" carriage 2

BAND ANGLE CONNECTOR DETAIL

DOUBLE BAR & STRAP CONNECTOR DETAIL

Band Type

Steel

Aluminum

Corrugations (In)

Pipe Dia.

(In)

Min. W Gasket Type

Sleeve

Sleeve

54-144

54-84

12-48

54-96

54-84

12-48

"2 1"x3

* 3"x1" 5"x1"

"2 1"x3

* 3"x1" 5"x1"

TABLE A

* Arch pipe only

Insulating material connecting band

Standard

(See general note 2)

Type varies with pipe of unlike material

Extending existing pipe culvert

CONNECTION DETAILS

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

bolt (Typ.)

"x6" carriage 2 the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 2025

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with