OR_DOT_35(1)_Highway_35_Safety_Improvements_at_Meadows_Creek_&_Mt_Hood_Meadows_Ski_Area.pdf

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FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

0.0?0

? MPH

Project Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

INDEX TO SHEETS

F. LASTNAME

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

OR DOT 35(1)

Western Federal Lands Highway Division

Chief of Engineering, R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

Widening, drainage, striping & signing on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for e (max)

V

ADT (2037)

ADT (2017)

A. GENERAL INFORMATION

A.2

A.1

VICINITY MAP

TITLE SHEET

P A

C F

I C

I O

E C

A N

COLUMBIA R

IV

ER

S N

A K E

R

IV

E R

Lake

Malheur Lake

Harney

Lake

Summer

D

ES

C H

U T

E S

R I V

E R

Lake

Klamath

Upper

Abert

Lake

WASHINGTON

I D

A H

O

CALIFORNIA

OREGON KEY MAP

CRATER

LAKE N.P.

MALHEUR

NATIONAL

WILDLIFE

REFUGE

HART MT.

NATIONAL

ANTELOPE

RANGE

Grants Pass

MEDFORD

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

The

395101

395197

20 20

NEVADA

LENGTH 0.28 MILES

T. 3 S

R E

R E

T. 3 S

0 2.0

SCALE IN MILES

0.5 1.0 1.50.5

N

N A T I O N A L F O R E S T

M T . H O O D

N A T I O N A L F O R E S T

M T . H O O D

Clark

Cree k

Newton

Cr ee kM itch e ll

Creek

E a st

Falls

Umbrella

M e a d o w s

Creek

Hood

River

R iv e r

H o o d

East

Fo rk

R o b in h o o d

Butte

Gunsight

Mountain

Elk

Pass

Bennett

Lake

Teacup

Ski Area

Mt. Hood Meadows

Bennett

Pass Road

Fork Falls

Sahale

Campground

White River Park

Falls

Switchback

Lake Rd

Teacup

BEGIN PROJECT END PROJECT

STA. 381+50

STA. 396+45

A.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft

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

OR DOT 35(1)

A

M e p te m b e r

C h e c k e d b y

D e s ig n e d b y

OREGON

HOOD RIVER COUNTY

MOUNT HOOD NATIONAL FOREST

Lake

Badger

Lake

Jean

MT. HOOD MEADOWS SKI AREA

AT MEADOWS CREEK &

HIGHWAY 35 SAFETY IMPROVEMENT

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OVERVIEW MAP

A.2

STATE PROJECT

NUMBER

SHEET

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

OR DOT 35(1)

M e p te m b e r

C h e c k e d b y

D e s ig n e d b y

N

A h

A h

392+93.33 (Ah)

M.P. 65.00

P O

O L

S L

L A

F

EI

L A

H A

S

)53RO( Y

WH DOOH .TM

19' x 14' RCBC

388+28.77

OR35

19' X 14' RCBC

Teacup Lake Road ina ry

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SHEET NO. STAGE DESCRIPTION LANE CLOSURES

2C-2

2C-3

2C-4

2C-5

2C-6

2C-7

2C-8

2C-9

2C-10

2C-11

STAGE 1

Construction: roadway widening for left turn median

South Side Shift traffic to the North and maintain two-way traffic

Construction: roadway widening for left turn median

North Side Shift traffic to the South and maintain two-way trafficSTAGE 2 ina ry

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REMARKS

SIZE LENGTH LOCATION

3/

MIN. DEPTH

5/

WIDTH HEIGHT 1

/2

/2

(P E

R S

E C

S

T D

S

P E

C

IF

IC

A

T

IO

N S

P L

Y W

O O

D

S H

E E

T A

L U

M

E X

T R

U D

E D

A L

U M

A S

T M

T Y

P E

I

II

O R

T Y

P E

I V

A S

T M

T Y

P E

I X

A S

T M

T Y

P E

I

II

O R

T Y

P E

I V

A S

T M

T Y

P E

V

II

O R

T Y

P E

I V

N O

N -R

E F

L E

C T

IV

E

C

X

.4

C

X

.2

LENGTH

(B A

S E

D O

N

T

IM

A

T

L

N G

T H

(M U

S T

B

F

IE

L

V

R

IF

IE

D

T M

T M

T M

T M

T M

T M

T M

T M

T M

T M

-6

T M

T M

T M

1 Ah 390+75 LT. 36" 36" "R" X R SW X 6"X6" 18' X X

Ah 395+30 RT. 36" 36" "R" X R SW X 6"X6" 18" X X

2 Ah 390+75 LT. 18" 24" "W4" X SW R X Same post as No. 1. Install below sign No. 1 facing East.

Ah 392+70 LT. 18" 24" "W4" X SW R X Same post as No. 4.

Ah 393+60 LT. 18" 24" "W4" X SW R X 6"X6" 18' X X below sign No. 1 facing East

3 Ah 389+00 LT. 60" 48" "W1" X SW BK X 6"X8" 20' X X

4 Ah 392+70 RT. 48" 36" EXIST X 6"X6" 20' X X

7 Ah 390+70 RT. 9'-0" 6'-0" "G" X G SW X 2-6"X8" 22'/22' X X X Min. 7' clearance between posts

8 Ah 391+10 RT. 8'-6" 5'-0" EXIST X 2-6"X8" 20'/20' X X Min. 7' clearance between posts

8a 24" 24" EXIST X Same post as No. 8. Right post

8b 21" 15" EXIST X Same post as No. 8. Right post

9 Ah 392+15 LT. 9'-0" 6'-0" "G" X G SW X 2-6"X8" 22'/22' X X X Min. 7' clearance between posts

10 Ah 371+20 LT. 36" 48" "W1" X SW BK X 6"X6" 20' X X Sign faces WB traffic

Ah 371+50 RT. 36" 48" "W1" X SW BK X 6"X6" 20' X X

Ah 406+40 LT. 36" 48" "W1" X SW BK X 6"X6" 20' X X

Ah 406+70 RT. 36" 48" "W1" X SW BK X 6"X6" 20' X X Sign faces EB traffic

11 Ah 369+00 RT. 36" 36" "Y1" X Y BK X 4"X6" 20' X X

Ah 408+90 LT. 36" 36" "Y1" X Y BK X 4"X6" 20' X X

12 Ah 394+35 LT. 36" 36" "W1" X SW BK X 4"X6" 20' X X

13 Ah 396+18 LT. 9'-0" 5'-0" "G" X G SW X 2-2"X6" 22'/22' X X X

Ah 386+20 RT. 9'-0" 5'-0" "G" X G SW X 2-2"X6" 22'/22' X X X

14 Ah 392+70 LT 10" 27" "G" X G SW X 8'-6" X Field verify station in field

1/ BK= BLACK NOTE: L,C,R ARE LOCATIONS OF POSTS 4/

BL= BLUE FACING THE SIGN.

BR= BROWN L=LEFT POST

FY= FLUORESCENT YELLOW C=CENTER POST

G= GREEN R=RIGHT POST

O= ORANGE

R= RED 3/ 5/

RB= RED-BLUE

SW= SILVER-WHITE

W= WHITE

Y= YELLOW

YG= YELLOW-GREEN

COLOR 1/

BACKGROUND LEGEND

SIGN

NO.

2/

SIGN

NO.

SIGN LOCATION 4/

SIGN

TYPE

SUB-

STRATE

SIGN

DIMENSIONS

BORDER

WIDTH

RADIUS

ARROW

SIZE

POST

2/

R O

U N

D P

IP

E

"H

F R

A M

E

R O

U T

E M

A R

K E

R F

R A

M E

M

IL

E P

O S

T M

A R

K E

R P

O S

T

B R

ID

G

E R

A

IL

M O

U N

T

S T

R U

C T

U R

E M

O U

N T

FOOTING REFER TO

OREGON STANDARD DRAWING

C A

N T

IL

E

V E

R

S

IG

N B

R

ID

G E

TYPE OF SUPPORT

SECONDARY

SIGN MOUNT

S T

A

IN

L E

S S

S T

E E

L C

L A

M P

S

S C

S

IG

N A

L P

O L

E M

O U

N T

W O

O D

P E

R F

O R

A T

E D

S T

E E

L S

Q U

A R

E T

U B

E

DISTANCE FROM EDGE OF TRAVEL

LANE, FACE OF CURB, GUARDRAIL, OR

BARRIER TO THE CENTERLINE OF

FOOTING. FOR ADDITIONAL

INFORMATION SEE STANDARD

DRAWINGS TM601, TM602, AND TM635.

NOTE: THE LOCATIONS SHOWN ARE APPROXIMATE

EXCEPT FOR SPEED ZONES, SCHOOL ZONES, OBJECT

MARKERS AND MILEPOST MARKERS. EXACT

LOCATIONS ARE TO BE DETERMINED BY THE

ENGINEER.

MINIMUM DEPTH OF FOOTING FOR

TRIANGULAR BASE BREAKAWAY AND MULTI-

POST BREAKAWAY INSTALLATIONS IS FOR A

2' DIAMETER FOOTING. FOR ADDITIONAL

INFORMATION SEE STANDARD DRAWINGS

TM601 AND TM602.

A D

J U

S T

A B

L E

S

IG

N B

R A

C K

E T

T R

IA

N

G U

L A

R B

A S

E B

R E

A K

A W

A Y

M U

L T

I- P

O S

T B

R E

A K

A W

Y ina ry

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STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

I n d e x m h m

M C

X in d e x .d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

INDEX SHEET

MC.1

19’x14’ RCBC

TEACUP LAKE ROAD

OVERVIEW MAP

19’x14’ RCBC

(STA. 388+28.77)

OR35

APPROVED:

DATEDATE

FOR CONSTRUCTION:

RECOMMENDED

DATE

EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

L

SI

ER

G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N

U

6/30/2014

INDEX TO SHEETS

MC. MEADOWS CREEK AND TEACUP CULVERTS

A h

A h

MT.

H

OOD

HW

Y (O

R3 5)

T E

A C

U P

L A

K E

R D

MEADOWS C

R E E

K

S A

H A

L

IE

F

A L L S L

O O

P

N

M.P. 65.00

392+93.33 (Ah)

GENERAL NOTES:

ABBREVIATIONS & ACRONYMS:

ODOT �

FHWA �

CO �

Oregon Department of Transportation

Federal Highway Administration

Contracting Officer and all representatives

4.

3.

2.

1.

Clearing and Grubbing.

slopes. This work shall be incidental to Item M34 20101 �

The Contractor shall chip all debris on site to incorporate onto construction activities began.

later than October 1st of the same year in which this project’s

Contractor equipment and project construction materials by no

The staging area shall be completely clear and free of all and/or requirements for the staging of equipment and materials.

coordinate directly with ODOT regarding possible restrictions

Maintenance and Operation Facility. The Contractor shall

Construction staging area is provided at ODOT’s Bennett Pass completed by the Contractor from July 15th to August 31st.

All in-water construction activities shall be initiated and fully

This work is part of the Highway 35 Betterment Project.

Western Federal Lands Highway Division Acting Director, Project Delivery, MC.31-40

MC.21-30

MC.19-20

MC.17-18

MC.16

MC.15

MC.14

MC.13

MC.7-12

MC.3-6

MC.2

MC.1

CHANNEL DETAILS

(NOT USED)

EROSION & SEDIMENT CONTROL DETAILS

EROSION & SEDIMENT CONTROL PLANS

TABULATION OF EROSION CONTROL QUANTITIES

WATER QUALITY PLAN

TABULATION OF BIO-RETENTION QUANTITIES

PERMANENT TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL

DRAINAGE DETAILS

GEOMETRIC CONTROL SHEET

INDEX SHEET

ina ry

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STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

G e o C o n tr o l\ m h m

M C

X g e o m c tr l.

d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

Scale in feet

10050100

N

N

GEOMETRIC CONTROL

S E

E B

E L

O W L

E F

T M

A T

C H L I

N E

A h

S E

E A

B O

V E R I

G H

T

M A

T C

H L I

N E

A h

Line "A"

Line "A"

NOTE:

T = 105.61’

L = 210.83’

D = 4°

< = 8°26’00"

R = 1432.39’

T = 124.69’

L = 248.75’

D = 4°

< = 9°57’00"

R = 1432.39’ Spiral Length = 300.00’

Spiral Angle = 6°

Spiral Length = 300.00’

Spiral Angle = 6°

Spiral Length = 500.00’

Spiral Angle = 10°

Spiral Length = 500.00’

Spiral Angle = 10°

MT. HOOD HWY (OR35)

MT. HOOD HWY (OR35)

N82°12’54"E

N60°15 ’54"E

N60°1 5’54

"E

N88°41’54"E

GEOMETRIC CONTROL ABBREVIATIONS:

P.S.T. = Point of change from spiral curve to tangent.

P.C.S. = Point of change from circular curve to spiral curve.

P.S.C. = Point of change from spiral curve to circular curve.

P.T.S. = Point of change from tangent to spiral curve.

M.P. = Mile post

Bk = Back

Ah = Ahead

A h

A h ) 3

A h

A h

.6

P .T .S

.4

P .S .C

.4

P .S .T

.0

A h

.0

A h

P .C .S

.0

A h

P .C .S . 3

.2

P .T .S . 3

.2

A h

P .S .C . 3

.2

A h

377+10.23 (Back)

379+89.37 (Ahead)

STATION EQUATION

P .S .T . 3

.2

B k

P .S .T . 3

.3

A h

1.

E = 7911656.6478

N = 604506.9765

387+00.00 (Ahead)

E = 7911830.3135

N = 604606.1743

389+00.00 (Ahead)

MC.2

M.P. 65.00 392+93.33 (Ah)

D.18 and D.19.

Highway 35 Betterment plan sheets

For Suvey Control coordinates, refer to

EXPIRES:____________

S

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72571PE

OREGON

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6/30/2014 ina ry

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Con str uc tio n

P.T.S. 389+16.25 (Ah)

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

D r a in a g e m h m

M C

X c u lv

.d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

CONCRETE BOX CULVERT

STA. 388+28.77

MC.3

CL

CL

O R

NOTE:

Scale in feet

301530

2 Horizontal : 1 Vertical proposed culvert

Existing grade @

BOX CULVERT GEOMETRY

ty p . 1 ty p

N

L = 110’, S = 4.10% removed to be

72" CMP

Existing

Skewed 11° Lt.

19’ x 14’ box culvert

Proposed concrete

E = 7,911,734.6476

N = 604,610.3498

OR35 Const

388+19.00, 51.07’ Lt.

E = 7,911,806.1723

N = 604,526.7781

OR35 Const

388+39.66, 56.97’ Lt

"A" Line

(19’ clear span x 10’ height).

11 - 10’ bottom segments

(19’ clear span x 4’ height).

2 - 5’ top segments

(19’ clear span x 4’ height).

10 - 10’ top segments total design length.

to be field fit to accomodate

Actual length of segments length of each section.

installed Joint width affects construction surface from Stage 2

Temporary pavement construction surface from Stage 1

Temporary pavement culvert construction. See Note 5.

guardrail as necessary for

Remove and salvage existing culvert construction. See Note 5.

guardrail as necessary for

Remove and salvage existing wing wall profiles

See sheet MC.5 for

388+00 (Ah)

388+50 (Ah)

See Note 4

See Note 4

(388+19.00)

IE box = 4365.78

(388+39.66)

IE box = 4361.27

See Note 4

See Note 4

Highway 35 Betterment plan sheet

(2600 sq ft.). See Note 8.

pavement replacement

Approximate limits of full

See Note 9.

Temporary Access

See Note 9.

Temporary Access

9.

8.

7.

6.

5.

4.

3.

2.

1.

EXPIRES:____________

S

Y

72571PE

OREGON

N

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for temporary access shall be returned to its of culvert and channel improvements, the area used the CO for review and approval. Upon completion temporary access plan and shall submit the plan to wetlands. Contractor to prepare a construction caution to avoid and minimize impacts to existing and channel construction. Contractor shall exercise

Potential location of temporary access for culvert

Method 1, 10� compacted depth depth, placed in two equal lifts. Roadway Aggregate, Minor Hot Asphalt Concrete, 6� minimum compacted and paid for as Item M34 20402 � Subexcava be removed from project. This work is included reconstruction profile. Subexcavated material shall

3’ below the bottom of the culvert and streambed

Contractor shall overexcavate (i.e., subexcavate) refer to Highway 35 Betterment plan sheet H.24.

to the wingwalls and culvert cutoff wall, For additional details and information related

Contractor at the existing location and extents.

guardrail and posts shall be installed by the

Upon completion of the culvert construction, new the temporary widening and culvert construction.

removed and salvaged as necessary to allow for construction. The existing guardrail shall be limits prior to the temporary widening and culvert

The Contractor shall survey the existing guardrail

387+08, 33’– Rt to 389+28, 25’– Rt

387+93, 23’– Lt to 389+72, 23’–, The existing guardrail limits are the following:

see sheets MC.31 to MC.38.

For channel construction details and information, See sheet MC.5 for wing wall profiles.

box culvert details.

See sheet MC.6 for precast reinforced concrete sheet H.30.

and information, see Highway 35 Betterment plan

For temporary diversion channel details, guidance ina ry

Not For

Con str uc tio n4355

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

D r a in a g e m h m

M C

X c u lv

.d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

CONCRETE BOX CULVERT

TEACUP LAKE ROAD

MC.4

43302 Horizontal : 1 Vertical proposed culvert

Existing grade @

L = 70’, S = 4.00%

10’

10’ ty p

BOX CULVERT GEOMETRY

N

Scale in feet

301530

19’ x 14’ box culvert

Proposed concrete to be removed

Existing 72" CMP

E = 7,912,267.7546

N = 604,370.2699

9+98.00 Culvert ConstCL

CL

E = 7,912,212.5156

N = 604,413.2658

9+28.00 Culvert Const

T E

A C

U P L

A K

E R

D

(19’ clear span x 4’ height).

6 - 10’ top segments

(19’ clear span x 4’ height).

2 - 5’ top segments

(19’ clear span x 10’ height).

7 - 10’ bottom segments total design length.

to be field fit to accomodate

Actual length of segments length of each section.

Joint width affects installed

See Note 4

See Note 4

(9+28.00)

IE box = 4339.01

(9+98.00)

IE box = 4336.21

See Note 4

See Note 4

NOTE:

8.

7.

6.

5.

4.

3.

2.

1.

wing wall profiles

See sheet MC.5 for

See Note 8.

Temporary Access

See Note 8.

Temporary Access

EXPIRES:____________

S

Y

72571PE

OREGON

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for temporary access shall be returned to its of culvert and channel improvements, the area used the CO for review and approval. Upon completion temporary access plan and shall submit the plan to wetlands. Contractor to prepare a construction caution to avoid and minimize impacts to existing and channel construction. Contractor shall exercise

Potential location of temporary access for culvert and paid for as Item M34 20402 � Subexcava be removed from project. This work is included reconstruction profile. Subexcavated material shall

3’ below the bottom of the culvert and streambed

Contractor shall overexcavate (i.e., subexcavate) road closure in advance of the culvert construction.

provide proper notification and signage of the coordinate with the Forest Service and shall construction of the culvert. The Contractor shall

Teacup Lake Road shall be closed during the refer to Highway 35 Betterment plan sheet H.24.

to the wingwalls and culvert cutoff wall, For additional details and information related see sheets MC.31 to MC.38.

For channel construction details and information, See sheet MC.5 for wing wall profiles.

box culvert details.

See sheet MC.6 for precast reinforced concrete sheet H.30.

and information, see Highway 35 Betterment plan

For temporary diversion channel details, guidance ina ry

Not For

Con str uc tio n

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

D r a in a g e m h m

M C

X w w p r fs .d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

WING WALL PROFILES

4381.28

4376.19 wing wall

Existing grade @ wing wall

Proposed

S = 50.9% wing wall

Proposed grade @

10’ 4362.19

4361.78

4360wing wall

Existing grade @

10’

4377.19

4381.28

S = 40.9% wing wall

Proposed

4362.19

4361.78 wing wall

Proposed grade @

TEACUP LAKE ROAD

Scale in feet

301530 wing wall

Existing grade @ wing wall

Proposed

4356.65

4372.15

S = 30.8%

4376.77 wing wall

Proposed grade @

4357.27 15’ wing wall adjacent to

Proposed culvert wing wall adjacent to

Proposed culvert wing wall adjacent to

Proposed culvert wing wall

Proposed grade @ wing wall

Existing grade @ wing wall adjacent to

Proposed culvert

4369.15

S = 50.8%

4376.77

15’

4357.27 4356.65

FLOW

10’ wing wall

Existing grade @ wing wall adjacent to

Proposed culvert wing wall

Proposed

4335.41

4335.01

4350.41

4354.51

S = 40.9% wing wall

Existing grade @ wing wall adjacent to

Proposed culvert 10’ wing wall

Proposed

4335.41

4335.01

4350.41

S = 40.9%

4354.51 wing wall

Existing grade @ wing wall adjacent to

Proposed culvert

10’4332.21

4331.81 wing wall

Proposed wing wall

Proposed

4348.81

4351.71

S = 29.0% wing wall

Existing grade @ wing wall adjacent to

Proposed culvert

10’4332.21

4331.81 wing wall

Proposed

4348.81

S = 29.0%

4351.71

NOTE:

MC.5

388+28.77 (Ah) - OR35

12"

12"

12"

12"

12"

12"

12"

12"

1.

IE box = 4365.78

S = 4.10%

S = 4.10%

S = 4.10%

S = 4.10%IE box = 4365.78

IE box = 4361.27

IE box = 4361.27

IE box = 4339.01

IE box = 4339.01

IE box = 4336.21

IE box = 4336.21

S = 4.00%

S = 4.00%

S = 4.00%

S = 4.00% refer to sheets MC.6 and Highway 35 Beterment plan sheet H.24.

For precast wing wall, precast culvert and cutoff wall information and details, EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

L

SI

ER

G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N ina ry

Not For

Con str uc tio n

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

D r a in a g e m h m

M C

X b o x d tl s .d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

DIMENSIONAL DATA

LENGTH

SECTION

(ft.)

LENGTH

OVERALLRISE

SPAN

CLEAR

NESS

THICK-

DECK

(ft.) (ft.) (ft.) (in.)

5’-0" 19’-0" 21’-0" 18"

DETAILS

CONCRETE BOX CULVERT

PRECAST REINFORCED

GENERAL NOTES:

MATERIALS:

unless greater strength is required.

Concrete minimum compressive strength (at 28 days) 5000 psi.

Air entraining admixtures conform to ASTM C260.

Admixtures conform to ASTM C494.

Welded wire fabric conforms to ASTM A185 and A497, 65 ksi.

All bar reinforcing steel conforms to ASTM A615 grade 60.

Fly ash conforms to ASTM C618.

Portland cement conforms to ASTM C150.

Aggregate conforms to ASTM C33.

8.

7.

6.

5.

4.

3.

2.

1.

SUBGRADE PREPARATION:

BOX JOINTS:

Highways (FP-03).

Specifications for the Construction of Roads and Bridges on Federal

The box sections should be underlain in accordance with Standard sections.

All loose and disturbed soil shall be removed prior to placing box

2.

1.

BACKFILL:

for the Construction of Roads and Bridges on Federal Highways (FP-03).

Backfill should be placed in accordance with Standard Specifications deleterious material.

Backfill should consist of well graded soil free of organics and

2.

1.

PLAN VIEW

S e c ti o n L e n g th

SECTION VIEW

.5

Rise = 14’

B o tt o m S e c ti o n

T o p S e c ti o n

Haunch

Haunch

1’ 1’

Haunch

Haunch

4’-0"

2.

1.

conforming to ASTM C1107 and butyl tape conforming to ASTM C877.

wide non-curing extruded butyl adhesive tape. Use a non-shrink grout

All box joints are troweled smooth and solid for application of a prevent soil infiltrations. Solid grout all joints with non-shrink grout.

Box units laid sequentially form a joint which requires grout to 17"

17"

17"

17"

1.5"

Clear Span = 19’

1.5’

14" o r

S e c ti o n L e n g th

SECTION

Top

Top

Bottom

10’-0"

10’-0"

4’-0" 19’-0" 21’-0" 18"

10’-0" 19’-0" 21’-0" 14"

MC.6

the end sections of the precast box culverts.

the precast wing walls to ensure that the wing walls are flush with the Contractor when designing, fabricating and constructing/installing

The slope of the proposed culverts shall be taken into account by and the project Special Provisions.

review by the CO. See Section 104 of the Standard Specifications lines, and grades showin in plans and provide shop drawings for

Contractor shall design concrete box culverts to the dimensions, Detail is for general information only.

3.

2.

1.

EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

L

SI

ER

G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N ina ry

Not For

Con str uc tio n

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

T r a ff ic C o n tr o l\ m h m

M C

X tc

.d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

N

T. 3S., R. 9E., W.M.

End of Project

Beginning of Project

N E

W T O

N C

K

C

LA

R K C

K

TEACUP LAKE RD

FALLS LP

SAH

ALIE

M E A D

O W

S

CK

NOTES AND INDEX

TRAFFIC CONTROL

GENERAL NOTES:

TRAFFIC CONTROL INDEX

NO.

SHEET

STAGE

Construction: South Side of Concrete Box Culvert

MC.11

MC.12

DESCRIPTION LANE CLOSURES

Construction: North Side of Concrete Box Culvert

Flag one-way traffic 24 hours per day in westbound lane

Flag one-way traffic 24 hours per day in eastbound lane

STAGE 2

STAGE 3

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

MC.7

MC.9

MC.8 STAGE 1

MC.10

Construction: North Side Temporary Pavement Widening None

EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

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G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N

U

6/30/2014

Betterment plan sheets J.19, J.20, J.21, J.22, J.23, J.24 and J.25.

For additional temporary traffic control details, refer to Highway 35 as specified in U.S. Customary Standard Drawing 157-5.

During Stage 1 and Stage 2, provide temporary diversion channels obtain approval from FHWA.

traffic signal), the Contractor shall prepare formal traffic control plans and

If the Contractor chooses alternative traffic control methods (e.g., temporary

Ensure a minumum of 100’ spacing between existing and temporary signs.

the CO.

Maintain and protect all existing signs unless otherwise directed by on Uniform Traffic Control Devices).

All traffic control is to be in accordance with the MUTCD (Manual barricades, and signs shall be reflectorized.

All night work requires lighting of work area. All cones, above the sign so that the entire sign is visible at all times.

red-orange flags above all "Road Work Ahead" signs. Mount flags

Install at least two 16" square or larger, orange or fluorescent

All signs shall be type "O4" unless otherwise noted.

directional arrows to indicate traffic movements.

Arrows shown in roadway are not pavement legends, but existing pavement markings as directed.

For work duration of greater than 3 days, remove or cover the minimum required.

Signs and other traffic control devices (TCD) shown are

Refer to Highway 35 Betterment plan sheet J.1.

All sign dimensions listed in inches unless otherwise noted.

ina ry

Not For

Con str uc tio n

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

T r a ff ic C o n tr o l\ m h m

M C

X tc

.d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

(STAGE 1)

CONTROL PLAN

TEMPORARY TRAFFIC

Scale in feet

200100200

N

N

(A h

(A h

(A h

(A h

(A h

(A h

(A h

WORK

AHEAD

ROAD

(All stages)

ROAD WORK

END

G20-2

(All stages)

ROAD WORK

END

G20-2

(All stages)

W20-1

WORK

AHEAD

ROAD

(All stages)

W20-1

(As needed)

W21-1a

500’

WORK

AHEAD

ROAD

FINES

DOUBLE

(All stages)

R2-6 Mod.

W20-1

W21-5

A

A

NOTE:

MC.8

W3-4

LEGEND:

500’ 450’–

SHOULDER

WORK

MPH

110’ Taper

W13-1

6W21-1a

FINES

DOUBLE R2-6 Mod.

FINES

DOUBLE R2-6 Mod.

(As needed)

500’

(As needed)

500’

500’

40’ p a v e m e n t w id e n in g E d g e o f te m p o r a r y

1:

(V :H

12’6’– p a v e m e n t

E d g e o f e x is ti n g guardrail

Existing d e v ic e s

C h a n n e li z in g

SECTION A-A

CL

500’ see sheet MC.10

EOP staking control, lane

SB

2’

20’ fo g l in e E x is ti n g

12’ lane

NB

fo g l in e E x is ti n g

PAVEMENT SECTION

TEMPORARY

4" compacted depth

Minor hot asphaltic concrete, 6" compacted depth

Roadway aggregate, method 2, See detail this sheet

Temporary pavement surface.

requirements plan sheet J.23 for spacing on Highway 35 Betterment refer to Standard 635-10

Channelizing devices, Flagger

MUTCD/ODOT number

Sign number

Construction sign

Impact attenuator

Concrete barrier

Drum, 20’ max. spacing

Under construction

Under traffic

4.

3.

2.

1.

EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

L

SI

ER

G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N

U

6/30/2014

See sheet MC.10 for EOP staking control.

(W21-a) when workers are not present.

Remove or cover Workers symbol sign additional details.

See Standard 635-10 on sheet J.23 for is completed.

Replace guardrail when culvert construction as necessary for culvert construction.

Remove and salvage existing guardrail

24"x24" ina ry

Not For

Con str uc tio n

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

T r a ff ic C o n tr o l\ m h m

M C

X tc

.d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

(STAGE 2)

CONTROL PLAN

TEMPORARY TRAFFIC

Scale in feet

200100200

N

N

(A h

(A h

(A h

(A h

(A h

(A h

(A h

(A h

(A h

WORK

AHEAD

ROAD

FINES

DOUBLE R2-6 Mod.

(All stages)

Flag boards

DO

NOT

PASS R4-1

AHEAD

ONE LANE

ROAD

W20-4

(All stages)

(All stages)

BE

PREPARED

TO STOP

(As needed)

W3-4

(As needed)

W20-7a

FEET W16-2

ROAD WORK

END

G20-2

(All stages)

(Reflectorized, pinned)

Concrete barrier - 500’

(Reflectorized, pinned)

Concrete barrier - 420’

Install 19’x14’ RCBC

ROAD WORK

END

G20-2

(All stages)

W20-1

500’ 500’

500’

500’–

500’– 100’ 100’

Taper Lane

100’ 100’

Taper

100’

Taper

100’ 100’

Taper

Lane

WORK

AHEAD

ROAD

FINES

DOUBLE

(All stages)

R2-6 Mod.

W20-1

Flag boards

(As needed)

W20-7a

XXX

FEET W16-2

500’–

500’– 500’– 500’ 500’

WORK

AHEAD

ROAD

FINES

DOUBLE

(All stages)

R2-6 Mod.

W20-1

Flag boards

DO

NOT

PASS R4-1

(All stages)

AHEAD

ONE LANE

ROAD

W20-4

(All stages)

500’

BE

PREPARED

TO STOP

(As needed)

W3-4

(As needed)

W20-7a

FEET W16-2

B

B

NOTE:

pavement widening

Edge of temporary

MC.9

Dist Flagger

260’–

3.

2.

1.

4" solid double yellow pavement markings

End temporary removable tape stripe, 4" solid double yellow pavement markings

Begin temporary removable tape stripe, 4" solid double yellow pavement markings

End temporary removable tape stripe, EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

L

SI

ER

G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N

U

4" solid double yellow pavement markings

Begin temporary removable tape stripe, attenuators (typ.)

Temporary impact attenuators (typ.)

Temporary impact

6/30/2014

30"x24"

30"x24"

30"x24"

48"x48"

36"x48"

48"x48"

36"x48"

See sheet MC.8 for legend.

See sheet MC.10 for sections.

is completed.

Replace guardrail when culvert construction as necessary for culvert construction.

Remove and salvage existing guardrail ina ry

Not For

Con str uc tio n

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

T r a ff ic C o n tr o l\ m h m

M C

X tc

.d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

(STAGE 2)

CONTROL SECTIONS

TEMPORARY TRAFFIC

MC.10

CL

19’ one way

One lane, 40’

Existing ground

SECTION B-B

p a v e m e n t

E d g e o f e x is ti n g

16’ p a v e m e n t w id e n in g E d g e o f te m p o r a r y

Existing guardrail

1:

(V :H

CL

16’–

40’–

19’ one way

One lane, 1:

(V :H p a v e m e n t w id e n in g E d g e o f te m p o r a r y p a v e m e n t

E d g e o f e x is ti n g

Existing ground

.5 :1 (V :H

NOTE:

See Note 1 improvements

Outlet channel

(19’ clear span x 4’ rise)

Construct 4-10’ top segments, (19’ clear span x 4’ rise), Construct 1-5’ top segment

(19’ clear span x 10’ rise), Construct 5-10’ bottom segments

19’x14’ RCBC:

on sheets MC.31 to MC.38 per details and information

Construct culvert embedment and shall be submitted to the CO for review and approval.

shall be prepared by a registered professional engineer to be used for the culvert construction. Shoring plans to determine the appropriate excavation or shoring could be used. It shall be the Contractor’s responsibility including driven steel H-piles with steel plate lagging slopes of 1H:1V to 1H:1.5V, or temporary shoring indicated that temporary excavation options include

The geotechnical investigation prepared by GRI1.

Offset Elevation Northing Easting

385+00.00 21.43’ Lt 4401.04 604426.3866 7911472.3532

385+25.00 23.75’ Lt 4399.76 604440.8020 7911492.9101

385+50.00 26.07’ Lt 4398.51 604455.2173 7911513.4670

385+75.00 28.39’ Lt 4397.22 604469.6327 7911534.0239

386+00.00 30.71’ Lt 4395.90 604484.0481 7911554.5807

386+25.00 33.04’ Lt 4394.71 604498.4635 7911575.1376

386+50.00 35.36’ Lt 4393.47 604512.8789 7911595.6945

386+75.00 37.68’ Lt 4392.35 604527.2942 7911616.2514

387+00.00 40.00’ Lt 4391.28 604541.7096 7911636.8082

387+25.00 40.00’ Lt 4390.27 604554.1094 7911658.5164

387+50.00 40.00’ Lt 4389.28 604566.5091 7911680.2247

387+75.00 40.00’ Lt 4387.91 604578.9088 7911701.9329

388+00.00 40.00’ Lt 4387.18 604591.3086 7911723.6411

388+25.00 40.00’ Lt 4386.78 604603.7083 7911745.3493

388+50.00 40.00’ Lt 4386.00 604616.1080 7911767.0575

388+75.00 40.00’ Lt 4385.41 604628.5078 7911788.7657

389+00.00 40.00’ Lt 4384.82 604640.9075 7911810.4740

389+25.00 40.00’ Lt 4384.49 604653.3081 7911832.1841

389+50.00 40.01’ Lt 4384.08 604665.7205 7911853.9193

389+75.01 37.27’ Lt 4383.32 604675.7403 7911877.0537

389+99.99 32.74’ Lt 4382.06 604684.1615 7911901.1154

390+25.00 28.28’ Lt 4381.73 604692.5834 7911925.1794 see table this sheet

EOP staking control, see table this sheet

EOP staking control, Temp. Concrete barrier pinned

2.5’ 2.5’

2.5’ 2.5’

EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

L

SI

ER

G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N

U

6/30/2014

388+28.77 (Ah), 11° Skew Lt.

SECTION B-B

Temp. Concrete barrier pinned

Temp. Concrete barrier pinned

Station (Ah)

EOP STAKING CONTROL TABLE

TEMPORARY WIDENING LEFT

See detail on sheet MC.8

Temporary pavement surface.

See detail on sheet MC.8

Temporary pavement surface.

ina ry

Not For

Con str uc tio n

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

T r a ff ic C o n tr o l\ m h m

M C

X tc

.d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

MC.11

(STAGE 3)

CONTROL PLAN

TEMPORARY TRAFFIC

Scale in feet

200100200

N

N

(A h

(A h

(A h

(A h

(A h

(A h

(A h

(A h

(A h

WORK

AHEAD

ROAD

FINES

DOUBLE R2-6 Mod.

(All stages)

Flag boards

DO

NOT

PASS R4-1

AHEAD

ONE LANE

ROAD

W20-4

(All stages)

(All stages)

ROAD WORK

END

G20-2

(All stages)

(Reflectorized, pinned)

Concrete barrier - 420’

(Reflectorized, pinned)

Concrete barrier - 600’

ROAD WORK

END

G20-2

(All stages)

W20-1

500’ 500’

100’ 100’

Taper Lane

100’ 100’

Taper

260’– 100’

Taper 100’

WORK

AHEAD

ROAD

FINES

DOUBLE

(All stages)

R2-6 Mod.

W20-1

Flag boards

(As needed)

W20-7a

XXX

FEET W16-2

500’– 500’– 500’ 500’

WORK

AHEAD

ROAD

FINES

DOUBLE

(All stages)

R2-6 Mod.

W20-1

Flag boards

DO

NOT

PASS R4-1

(All stages)

AHEAD

ONE LANE

ROAD

W20-4

(All stages)

500’

BE

PREPARED

TO STOP

(As needed)

W3-4

(As needed)

W20-7a

FEET W16-2

C

C 100’

Taper

Lane

130’–

500’–

NOTE:

RCBC

19’x14’

Install

500’–

(As needed)

W20-7a

FEET W16-2

500’–

BE

PREPARED

TO STOP W3-4

(As needed)

500’

100’

(See Note 4) pavement widening

Edge of temporary by the Contractor as part of Stage 2.

the south shall actually be constructed

Temporary pavement widening to

See sheet MC.8 for legend.

See sheet MC.12 for sections.

is completed.

Replace guardrail when culvert construction as necessary for culvert construction.

Remove and salvage existing guardrail

4.

3.

2.

1.

4" solid double yellow pavement markings

Begin temporary removable tape stripe, 4" solid double yellow pavement markings

End temporary removable tape stripe, 4" solid double yellow pavement markings

Begin temporary removable tape stripe, 4" solid double yellow pavement markings

End temporary removable tape stripe, EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

L

SI

ER

G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N

U attenuators (typ.)

Temporary impact attenuators (typ.)

Temporary impact

6/30/2014

30"x24"

30"x24"

48"x48"

36"x48"

30"x24" 48"x48" 36"x48" ina ry

Not For

Con str uc tio n

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

T r a ff ic C o n tr o l\ m h m

M C

X tc

.d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

MC.12

(STAGE 3)

CONTROL SECTIONS

TEMPORARY TRAFFIC

CL

Existing ground

SECTION C-C

p a v e m e n t

E d g e o f e x is ti n g p a v e m e n t w id e n in g E d g e o f te m p o r a r y

CL

Existing ground

NOTE:

19’ one way

One lane, 47’

(19’ clear span x 4’ rise)

Construct 6-10’ top segments, (19’ clear span x 4’ rise), Construct 1-5’ top segment

(19’ clear span x 10’ rise), Construct 6-10’ bottom segments

19’x14’ RCBC:

on sheets MC.31 to MC.38 per details and information

Construct culvert embedment

Station Slope X (V:H)

From To From To

Ah 385+30.00 Ah 387+50.00 1:2 1:2

Ah 387+50.00 Ah 387+85.00 1:2 1:1

Ah 387+85.00 Ah 388+21.28 1:1 1:1

Ah 388+21.28 Ah 388+61.75 ** **

Ah 388+61.75 Ah 388+95.00 1:1 1:2

Ah 388+95.00 Ah 391+30.00 1:2 1:2

X (V :H the top of the wing walls and the culvert.

Slope varies. Fill slope to match 3" below

20’ one way

One lane, 19’

48’– p a v e m e n t

E d g e o f e x is ti n g

See Note 1.

Vertical shoring required.

X (V :H improvements

Inlet channel from Stage 1 construction

Temporary pavement surface from Stage 1 construction

Temporary pavement surface as part of Stage 1 construction improvements installed

Culvert and channel

(See Note 3)

See detail on sheet MC.8

Temporary pavement surface.

(See Note 3)

See detail on sheet MC.8

Temporary pavement surface.

3.

2.

1.

by the Contractor as part of Stage 2.

the south shall actually be constructed

Temporary pavement widening to sheet J.3.

For temporary pavement section detail, see and shall be submitted to the CO for review and approval.

shall be prepared by a registered professional engineer to be used for the culvert construction. Shoring plans to determine the appropriate excavation or shoring could be used. It shall be the Contractor’s responsibility including driven steel H-piles with steel plate lagging slopes of 1H:1V to 1H:1.5V, or temporary shoring indicated that temporary excavation options include

The geotechnical investigation prepared by GRI

Offset Elevation Northing Easting

385+00.00 23.00’ Rt 4401.03 604387.8063 7911494.3903

385+25.00 26.00’ Rt 4399.71 604397.6011 7911517.5864

385+50.00 29.00’ Rt 4398.32 604407.3960 7911540.7825

385+75.00 32.00’ Rt 4397.08 604417.1908 7911563.9787

386+00.00 35.00’ Rt 4395.99 604426.9857 7911587.1748

386+25.00 38.00’ Rt 4394.73 604436.7805 7911610.3709

386+50.00 41.00’ Rt 4393.40 604446.5753 7911633.5670

386+75.00 44.00’ Rt 4392.26 604456.3702 7911656.7632

387+00.00 47.00’ Rt 4391.28 604466.1650 7911679.9593

387+25.00 47.00’ Rt 4390.34 604478.5648 7911701.6675

387+50.00 47.00’ Rt 4389.56 604490.9645 7911723.3757

387+75.00 47.00’ Rt 4388.44 604503.3642 7911745.0840

388+00.00 47.00’ Rt 4387.04 604515.7640 7911766.7922

388+25.00 47.00’ Rt 4386.47 604528.1637 7911788.5004

388+50.00 47.00’ Rt 4385.10 604540.5634 7911810.2086

388+75.00 47.00’ Rt 4384.68 604552.9632 7911831.9168

389+00.00 47.00’ Rt 4384.26 604565.3629 7911853.6250

389+25.00 47.00’ Rt 4383.64 604577.7612 7911875.3312

389+50.00 46.99’ Rt 4382.93 604590.1416 7911897.0103

389+74.99 45.52’ Rt 4382.35 604603.7542 7911917.9424

390+00.02 43.03’ Rt 4381.86 604618.1851 7911938.3739

390+25.01 40.47’ Rt 4381.45 604632.6028 7911958.7866

390+49.99 37.82’ Rt 4381.01 604647.0115 7911979.1866

390+74.97 35.06’ Rt 4380.61 604661.4157 7911999.5802

391+00.02 32.16’ Rt 4380.15 604675.8205 7912019.9746

391+25.00 29.10’ Rt 4380.07 604690.2311 7912040.3773

391+49.98 25.85’ Rt 4379.98 604704.6537 7912060.7970 see table this sheet

EOP staking control, see table this sheet

EOP staking control, See Note 1

1.5:1 (H:V)

5.5’ 2.5’

Temp. Concrete barrier pinned

2.5’ 2.5’

Temp. Concrete barrier pinned

EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

L

SI

ER

G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N

U

6/30/2014

388+28.77 (Ah), 11° Skew Lt.

SECTION C-C

Station (Ah)

EOP STAKING CONTROL TABLE

TEMPORARY WIDENING RIGHT

ina ry

Not For

Con str uc tio n

STATE PROJECT

NUMBER

SHEET

H p r o jf il e M t

H o o d M e a d o w s O

R

I m p r o v e m e n t\

S tr ip in g m h m

M C

X s t0

.d g n

OR FS_ERFO_2007(1)-11(1)

H

S te y n

M

A s h b y

C h e c k e d b y

D e s ig n e d b y

MC.13

CONTROL PLAN

PERMANENT TRAFFIC

PARKING

NO

STOP

(SQFT)

SIGN SYSTEM

ITEM MC34 63302

N

Scale in feet

12060120

(A h

(A h

(A h

Type B, solid white

Pavement markings, Type B, broken yellow

Pavement markings, Type B, solid white

Pavement markings, Type B, solid yellow

Pavement markings,385+00 (Ah)–

Match existing striping

391+60 (Ah)–

Match existing striping markings

Existing pavement sign reinstall existing Remove and

(5) sign reinstall existing Remove and

(7) sign reinstall existing Remove and

(6) signs Remove existing

(3, 4)

(2)

R8-3

Special

3, 4

R1-1

(1)sign Remove existing sign existing Remove

EXPIRES:____________

S

Y

72571PE

OREGON

N

D

R

H E

MAN

U

J

L

SI

ER

G E

RET

E

Y

J.

31 , E

TS

0 N

ISEENIG R

OPR EFS

O

LA

N

U

6/30/2014

LOCATION SIGN LEGEND SIGN SIZE SQ FT

SAHALIE FALLS LOOP 1 R1-1 STOP 36"x36" 9

387+05 (Ah) RT. 2 R8-3 NO PARKING 12"x18" 1.5

390+00 (Ah) RT. 3 Special ROUTE SHIELD 24"x24" 4

390+00 (Ah) RT. 4 Special DOUBLE ARROW 21"x15" 1.2

NO.

SIGN

REF NO.

ODOT

MUTCD OR

FOOTNOTE:

of 7’ to primary signs and 5’ to secondary signs.

Install signs to provide minimum vertical clearances

NOTES:

wood posts.

See Highway 35 Betterment plan sheet K.15 to size

New posts for signs are either Douglas Fir or Hem Fir.

Sheeting for new signs is ASTM Type III or IV.

Substrate for new signs is plywood.

Guidelines for the State Highway System.’

sheet or in the ODOT publication ’Sign Policy and

Designs for signs marked as ’Special" are found on this

4.

3.

2.

1.

36"x36"

24"x24"

21"x15" ina ry

Not For

Con str uc tio n

D e s i g n e d b y

C h e c k e d b y

STATE

OR

PROJECT

TABULATION OF BIO-

RETENTION QUANTITIES

FS_ERFO_2007(1)-11(1) MC.14

P

H w y

C u l v e r t

R e p l a c e m e n t C

A D

C

D

E

S C

P P

L A

N S d w g

N O V . 1 2 , 2 0 0 2

72282PE

ENG INEER

ITEM M34 157051

WATER QUALITY

BIO-RETENTION SWALE

MEADOWS CREEK CULVERTS

HWY 35

ina ry

Not For

Con str uc tio n

D e s i g n e d b y

C h e c k e d b y

STATE

OR

PROJECT

WATER QUALITY

PLAN

FS_ERFO_2007(1)-11(1) MC.15

P

H w y

C u l v e r t

R e p l a c e m e n t C

A D

C

D

E

S C

P P

L A

N S d w g

Scale: 1 inch = 40 feet

40 4020 20

Class 1 rip-rap

Bio-Retention Swale centerline and edges, typ

(6ft x 146ft)

See C.9 of "Highway 35 Betterment Plans" for details

Culvert replacement

See Drainage &

Channel details

Class 1 rip-rap

Edge of pavement

N O V . 1 2 , 2 0 0 2

72282PE

ENG INEER

LEGEND

BIO FILTRATION SWALE

RIP RAP PROTECTION

Edge of pavement

Bio-Retention Swale centerline and edges, typ

(6ft x 146ft)

See C.9 of "Highway 35 Betterment Plans" for details

Temporary Widening ina ry

Not For

Con str uc tio n

D e s i g n e d b y

C h e c k e d b y

STATE

OR

PROJECT

TABULATION OF EROSION

CONTROL QUANTITIES

FS_ERFO_2007(1)-11(1) MC.16

P

H w y

C u l v e r t

R e p l a c e m e n t C

A D

C

D

E

S C

P P

L A

N S d w g

N O V . 1 2 , 2 0 0 2

72282PE

ENG INEER

ITEM M34 62502

SOIL EROSION CONTROL,

TURF ESTABLISHMENT

(FILL SLOPE TREATMENT)

QUANTITY

(ACRE)

MEADOWS CREEK CULVERTS

HWY 35

0.50

TEACUP LAKE RD

0.10

ITEM M34 15708

SOIL EROSION CONTROL

SUPERVISOR

QUANTITY

(DAY)

MEADOWS CREEK CULVERTS

PROJECT

ITEM M34 157054

SOIL EROSION CONTROL,

FILTER BERM

(COMPOST BERM)

QUANTITY

(LF)

MEADOWS CREEK CULVERTS

HWY 35

TEACUP LAKE RD

ITEM M34 15706

SOIL EROSION CONTROL,

CHECK DAM

QUANTITY

(EACH)

MEADOWS CREEK CULVERTS

HWY 35

ITEM M34 157052

SOIL EROSION CONTROL,

SILT FENCE

QUANTITY

(LF)

MEADOWS CREEK CULVERTS

HWY 35

ITEM M34 157053

SOIL EROSION CONTROL,

SAND BAG COFFER DAM

QUANTITY

(EA)

MEADOWS CREEK CULVERTS

HWY 35

TEACUP LAKE RD

ina ry

Not For

Con str uc tio n

D e s i g n e d b y

C h e c k e d b y

STATE

OR

PROJECT

EROSION & SEDIMENT

CONTROL PLAN

FS_ERFO_2007(1)-11(1) MC.17

P

H w y

C u l v e r t

R e p l a c e m e n t C

A D

C

D

E

S C

P P

L A

N S d w g

Scale: 1 inch = 40 feet

40 4020 20

Install Compost Berm at base of slope

Bio-Retention

Swale (6ft x 154ft)

Rock lined ditch adjacent to new work

Place silt fence at limits of work at base of slope

Place silt fence at limits of disturbance

Bio-Retention

Swale (6ft x 146ft)

Provide permanent seeding on all graded slopes

Provide permanent seeding on all graded slopes

Provide permanent seeding on all graded slopes

Provide permanent seeding on all graded slopes

Install coffer dam and flow bypass

Install coffer dam and flow bypass

Rock lined ditch adjacent to new work

Place silt fence at limits of disturbance

Place silt fence at limits of work at base of slope

Install Compost Berm at base of slope

Install Compost Berm at base of slope

Install Compost Berm at base of slope

N O V . 1 2 , 2 0 0 2

72282PE

ENG INEER

LEGEND

COMPOST BERM

SEEDING LIMITS

BIO BAG COFFER DAM

SURFACE FLOW ARROW

BIO FILTRATION SWALE

RIP RAP PROTECTION

EXISTING CREEK

SILT FENCE

ina ry

Not For

Con str uc tio n

D e s i g n e d b y

C h e c k e d b y

STATE

OR

PROJECT

EROSION & SEDIMENT

CONTROL PLAN

FS_ERFO_2007(1)-11(1) MC.18

P

H w y

C u l v e r t

R e p l a c e m e n t C

A D

C

D

E

S C

P P

L A

N S d w g

Scale: 1 inch = 40 feet

40 4020 20

N O V . 1 2 , 2 0 0 2

72282PE

ENG INEER

LEGEND

COMPOST BERM

SEEDING LIMITS

BIO BAG COFFER DAM

Provide permanent seeding on all graded slopes

Install coffer dam and flow bypass

M

E

A

D

O

W

S

C

R

E

E

K

Provide permanent seeding on all graded slopes

Install compost berm at base of slope

Install compost berm at base of slope

Install coffer dam and flow bypass

SURFACE FLOW ARROW

BIO FILTRATION SWALE

RIP RAP PROTECTION

EXISTING CREEK

SILT FENCE

ina ry

Not For

Con str uc tio

MC.19

ina ry

Not For

Con str uc tio

MC.20

ina ry

Not For

Con str uc ina ry

Not For

Con str uc ina ry

Not For

Con str uc ina ry

Not For

Con str uc ina ry

Not For

Con str uc ina ry

Not For

Con str uc ina ry

Not For

Con str uc ina ry

Not For

Con str uc ina ry

Not For

Con str uc ina ry

Not For

Con str uc