ATT A Plans~3.pdf

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AUGUST 2023

JACKSON COUNTY

PACIFIC HIGHWAY

I-5: BEAR CREEK SCOUR ER PROJECT

PAVING & RIPRAP

PLANS FOR PROPOSED PROJECT

DEPARTMENT OF TRANSPORTATION

STATE OF OREGON

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

A02 Index Of Sheets Cont. & Std. Dwg. Nos.

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

A01A01STATE

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

HILLSBORO

DALLAS

Redmond

Val ley Jordan

Overall Length Of Project - 0.04 Miles

(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 952-001-0100.

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

By The Oregon Utility Notification Center.

Oregon Law Requires You To Follow Rules Adopted

ATTENTION:

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

F

IR

S T

A F E

Y

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

OREGON TRANSPORTATION COMMISSION

DIRECTOR OF TRANSPORTATION

COMMISSIONER

VICE CHAIR

CHAIR

Kristopher W. Strickler

Vacant

Lee Beyer

Sharon Smith

Julie Brown

Robert Van Brocklin

T.38S, R.1W, W.M.

O

N E

MTRAPED

G

R

OI

ATROPS

authority.

and approved by the ODOT Chief Engineer or their delegated

Exceptions to these standards, if any, have been submitted

These plans were developed using ODOT design standards.

Print name and title

Signature & date

________________________________Mark Thompson Reg. 3 Tech Ctr. Mgr.

BY: ________________________________

PLANS PREPARED FOR MAINTENANCE

Medford

To

Ashland

To

W. VALLEY VIEW RD.

TA

LEN

T A

VE.

TALENT

SU

C

ES

D

EXIT 21

RO

U E V

LLEY H

Y. N

o. 063

P

C

IF

IC

H

. N o . 0

MP 21.7

PROJECT SITE

B e a r C re k

56V-108

R_M23013_ts_01.dgn :: Default 6/23/2023 1:26:01 PM hwye33g

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

PROJECT NUMBER

NO.

SHEET

SEE SHEET A01

A02http://www.oregon.gov/ODOT/Engineering/Pages/Standards.aspx

Standard Drawings located on the web at:

Survey Control Data

INDEX OF SHEETS, CONT.

A03

Typical SectionsBA01

ROADWAY DETAILS

General ConstructionC01

ROADWAY CONSTRUCTION

Traffic Contol DetailsEA01-EA02

TRAFFIC CONTROL

DetailsBB01-BB05

C01A Profile

EB01 Traffic Contol Plan TPAR

- Metal HandrailRD770

- Metal Handrail DetailsRD771

- Chain Link FenceRD815

- Temporary BarricadesTM820

- Tables, Abrupt Edge And PCMS DetailsTM800

- Temporary Sign SupportsTM821

- Temporary Pedestrian Accessible RoutesTM844

- Freeway SectionsTM861

Standard drawing nos.

Temporary Water Management PlanHD01-HD02

HYDRAULIC

HE01

HF01

Bank Protection Details

Waterway Enhancement Details

- Slope and Channel MattingRD1055

- Sidewalk Joints And Transition PanelsRD722

- Concrete Truck Wash OutRD1070

R_M23013_ts_01.dgn :: Default 6/23/2023 1:26:08 PM hwye33g

CITY OF TALENT

/4

EC

T

.M

SE

/4

EC

T

.M

BCER2

BCER5

BCER1

BCER4

BCER3

I-5: PACIFIC HWY. (SOUTHBOUND)

BEAR CREEK

MULTI-USE PATH

SET 5/8" X 30" REBAR w/AC "ODOT CONTROL POINT BCER5"3/6/20231568.83314032.55182643.07BCER5

SET 5/8" X 30" REBAR w/AC "ODOT CONTROL POINT BCER4"3/6/20231571.30313777.92182896.02BCER4

SET 5/8" X 30" REBAR w/AC "ODOT CONTROL POINT BCER3"3/6/20231564.74313540.23183151.04BCER3

SET 5/8" X 30" REBAR w/AC "ODOT CONTROL POINT BCER2"2/16/20231552.32313763.61182767.73BCER2

SET 5/8" X 30" REBAR w/AC "ODOT CONTROL POINT BCER1"2/16/20231551.71313698.45182843.50BCER1

DESCRIPTIONDATE ELEV.OCRS EASTING

NORTHING

OCRS

PT. NO.

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

SURVEY CONTROL DATA

A03

JASON WEISZ

JASON WEISZ

LOGAN MILES

LEGEND

FEET

50 25 50

N/A

POINT

SET GPS CONTROL

S_M23013_scd_01.dgn :: SCD_Sheets 6/12/2023 4:59:41 AM hwye30b

PROFESSIONAL

LAND SURVEYOR

REGISTERED

MARCH 14, 2017

JASON ROBERT WEISZ

91618

RENEWS: 6-30-2024

56V-108NE 1/4 SEC. 23 T38S, R1W, W.M. SE 1/4 SEC. 23 T38S R1W W.M.

FIELD VERIFY ALL CONTROL BEFORE USE!

VERTICAL DATUM: NAVD88 (GEOID 12B)

HORIZONTAL DATUM: NAD 83 (2011) EPOCH 2010.0

COORDINATE SYSTEM: OREGON COORDINATE REFERENCE SYSTEM (OCRS) GRANTS PASS-ASHLAND ZONE

NOTES:

NETWORK CONTROL TABLE

2023-06-12T05:01:11-0700

WEISZ Jason

Michael Morris

Brian Sheadel

Chris Zelmer

Judy Hardin

TYPICAL SECTIONS

RE

GI

ST

ERE

D PROFESSIONALEN

GINEER

63243PE

J

LY 9,2

RENEWS: 06-30-2024

MLEZ SSOR

SI

C

6" continually reinforced conc. pvmt.

(See dwg. nos. RD770 & RD771)

3 tube ped. rail

(For details, see sht. BB01)

Cutoff wall grade

Profile

Sl. 2%

STA. "BP" 11+29.6 To STA. "BP" 12+55.0 (RIPRAP PROTECTION)

Sl. 1:2

7'6'1'

**STA. "BP" 12+80.0 To STA. "BP" 13+00.0

*STA. "BP" 11+19.6 To STA. "BP" 11+29.6

STA. "BP" 10+80.0 To STA. "BP" 11+19.6

6.0'

**7' to 6'

*6' to 7'

6' **2' to 0'

*0' to 2'

0'

Nom. thkn. - 3"

Level 2, 1/2" PG 64-22

ACP wearing course

Nom comp. thkn. - 6"

Aggregate base

Subgrade geotextile

Sl. 1:4

"BP"

1'

Stone embankment

Filter blanket

Keyed riprap (See sht. HE01 & HF01)

Sl. 1:1.5

Top of cut slope

Top of riprap x c a v a ti n e t re c h

Bottom of riprap c a v a ti n ra l

6" continually reinforced conc. pvmt.

3 tube ped. rail

Cutoff wall

STA. "BP" 12+55.0 To STA. "BP" 12+80.0 (RIPRAP PROTECTION)

7'6'1'

Nom. comp. thkn. - 6"

Stone embankment

Filter blanket

Keyed riprap (See sht. HE01 & HF01)

Top of cut slope c a v a ti e

Bottom of riprap c a v a ti n ra l

Extg. ground

Sl. 1:3

Embankment

Sl. var.

13' Var. 0' to 14'

Var. 0' to 2'

Elev. var.=1545 to 1547 Toe of riprap

BA01

R_M23013_ty_01.dgn :: Default 6/23/2023 1:26:16 PM hwye33g

2023-06-23T14:05:50-0700

ZELMER Chris R

Judy Hardin

DETAILS

3 Tube pedestrian rail according to 00759

6" reinforced concrete surfacing

12-#4 x cont.

at 12"

#4 stirrup

3/4" rad.

Cutoff wall pay limits

#4 @ 12" on center each way

2" cover min.

6"

12"

2" cl.

3" cl.

l.

7"

(#4 stirrup)

6" 6"

CUTOFF WALL

min.

1'

Conc. surfacing

BB01

R_M23013_dt_01.dgn :: BB01 6/23/2023 1:26:20 PM hwye33g

2023-06-23T14:08:39-0700

ZELMER Chris R

2023-06-23T14:09:30-0700

ZELMER Chris R

2023-06-23T14:14:16-0700

ZELMER Chris R

2023-06-23T14:15:23-0700

ZELMER Chris R

2023-06-23T14:21:43-0700

ZELMER Chris R

David Knox

GENERAL CONSTRUCTION

Sec.23, T.38S, R.1W, W.M.

I-5: PACIFIC HWY No. 1 (SB)

CONSTRUCTION NOTES

JE

IN

BEAR CREEK GREENWAY TRAIL

.0

"BP" LINE

(For details, see shts. HE01 & HF01)

Const. waterway enhancements

Const. 3 tube ped. rail - 150'

Sta. "BP" 11+30 to Sta. "BP" 12+80

Const. cutoff wall - 150'

Sta. "BP" 11+29.6 to Sta. "BP" 12+79.8

(See dwg. no. RD815)

Const. Type CL-6 fence - 255'

Remove extg. fence - 255'

Sta. "BP" 10+70.00 to Sta. "BP" 13+10.00

Paving limit Remove extg. deciduous trees

Conc. paving limit

Loose Riprap Protection Area shown thus:

Preserve and protect extg. deciduous tree

Keyed Riprap Protection Area shown thus:

Conc. paving limit Paving limit

Ordinary high water

(For details, see sht. HE01)

Const. loose riprap

Sta. "R1" 0+20.0 to Sta. "R1" 0+75.0

"R1" LINE

Large wood material shown thus:

Willow fascines shown thus:

(See dwg. no. RD1055)

(Install on area of exposed soil surface)

Inst. slope and channel matting, Type E

1 2

C01

R_M23013_pl_01.dgn :: C01 6/23/2023 1:26:57 PM hwye33g

Property line

Access control line

2023-06-23T14:04:57-0700

ZELMER Chris R

PROFILE

10+00

.6

.8

Subgrade

.7 g in n

. S u rfa

.4

M a tc tg th b ild

.3 tc tg d th b ild d

. S rfa

(Match extg.)

Finish grade @ �

Exc. 85 CY Toe trench

65 CY

Riprap Loose

Exc. 960 CY Toe trench

820 CY

Keyed+

General Exc. 630 CY

Extg. grade @ �

48 CY

Loose

12+00 14+0011+00 13+00 C01A

R_M23013_pl_01.dgn :: C01A 6/23/2023 1:26:58 PM hwye33g

2023-06-23T14:24:03-0700

ZELMER Chris R

Jorge Gonzalez

TRAFFIC CONTROL DETAILS

Sec.23, T.38S, R.1W, W.M.

I-5: PACIFIC HWY No. 1 (SB)

CONSTRUCTION NOTES

101+ 04.13

T1

101+ 04.13

.9

°4 '3

"W

°1 '5

"E14

(For Profile, see sht. EA02)

(For details, see below)

Const. temp. const. access road

Sl. 1 :4Sl. 1:4

"T6" "T1"

STA. "T6" 300+09.60 To STA. "T6" 300+96.30 STA. "T1" 100+07.90 To STA. "T1" 100+94.20

(For details, see sht. EA02) Profile grade

(For details, see sht. C01) Remove extg. fence

. "B

" 1

. "B

TEMPORARY ACCESS ROAD

Nom. comp. thkn. - 12"

7' 7'

Cut line (Top of slope)

Inst. seed and mulch

Slopes to match extg. when project is complete.

Note:

EA01

TZ_M23013_tc_01.dgn :: EA01 6/23/2023 1:27:02 PM hwye33g

"T6" LINE

"T1" LINE

2023-06-23T14:24:53-0700

ZELMER Chris R

+2.28

-6.09%

-1.27%-1.88%

.3

.5

.1

20' V.C.

+2.26

.2

-1.05%

.5

TRAFFIC CONTROL DETAILS

"T1" LINE "T6" LINE

Exc. 213 cu. yd.

Emb. 16 cu. yd.

Aggr. base 107 T

Exc. 190 cu. yd.

Emb. 7 cu. yd.

Aggr. base 105 T

100+00 101+00

Finish grade (Temp. access) Finish grade (Temp. access)

-1.88%-1.27%

300+00

301+00

EA02

TZ_M23013_tc_02.dgn :: EA02 6/23/2023 1:27:08 PM hwye33g

2023-06-23T14:25:47-0700

ZELMER Chris R

Name

Name

TRAFFIC CONTROL PLAN

TEMPORARY PEDESTRIANS ACCESS ROUTING (TPAR)

RENEWS: 06-30-2023

91094PE

JO

E GONZA

L

Z

P. 10, 201

CW11-4

24x12

FOLLOW DETOUR

MMM DD - MMM DD

SIDEWALK CLOSED AHEAD

R9-9

30x18

CLOSED

SIDEWALK

M4-9a

30x24

4 Req'd (Mount on B(II)L)

DETOUR

M4-9a

30x24

4 Req'd (Mount on B(II)R)

DETOUR

2Req'd (Mount B(III)R)

2Req'd (Mount PCD)

Sign on barricade

TM800, TM820, TM821, and TM844.

For additional traffic details see dwg. nos.2.

to complete construction work.

Use One Lane Closures, shown in TM861, as necessary

Shoulder Closures as shown in TM861.

Complete construction work using Freeway1.

TEMPORARY TRAFFIC CONTROL NOTES:

(TSS) so as not to impede the TPAR.

Install Type II barricades and Temp Sign Supports3.

passing spaces every 200' (min,) width shall be 48", accompanied by 60" X 60"

Where 60" can't be achieved, the min. unobstructed

TPAR shall maintain an unobstructed width of 60"2.

Engineer.

Alternate routes require the approval of the

Contractor may propose an alternate route.

do not meet the accessibility conditions, the

If the conditions in the field for the designed route must meet or exceed current level of accessibility.

Temporary Pedestrian Accessible Route(TPAR)1.

NOTES:

TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE (TPAR)

Temporary Pedestrian Accessible Route (TPAR) r C k

Pedestrian Path

1 2 3 4

EB01

TZ_M23013_tc_01.dgn :: EB01 6/23/2023 7:56:26 AM hwye33g

2023-06-23T11:04:15-0700

GONZALEZ Jorge C

Barry Tanaka

MANAGEMENT PLAN

TEMPORARY WATER

93278

I

Y 08, 2

RY TANA

K

GENERAL NOTES

and restore site as per plans and specifications.

Remove all Temporary Water Management features sediment-laden water does not leave the site.

storm events and to insure that sediment and periods, this facility shall be upgraded for unexpected anticipated site conditions. During the construction on this plan is the minimum requirements for

The Temporary Water Management Facility shown is completed and approved.

responsibility of the contractor until all construction replacement and upgrading of this facility is the

Management Plan and the construction, maintenance, The implementation of this Temporary Water

PARTIAL ISOLATION NOTES

Isolating the work site: Install sandbag barrier along the stream channel. Size the barrier based on site and stream flow conditions. The discharge table provided on sht. HD02 can be used to estimate water depth to establish the barrier width and height.

Provide adequate sediment control measures during dewatering of the work area to insure sediment laden water does not leave the site.

As needed, install energy dissipator pad downstream from sediment control facility. Location to be set based on topography and easements available.

Sediment control facility

Waterway enhancements

Energy dissipator

Sandbag barrier line

Sandbag isolation barrier

Concrete barrier line

Dewatering sump pump

Discharge pipe

Ordinary High Water - El. 1553 to 1555

Ordinary high water

1550.0

Ash tree

HD01

H_M23013_wmpe_01.dgn :: HD01 6/23/2023 12:38:31 PM hwye33g

2023-06-23T14:27:52-0700

TANAKA Barry

3) Average daily discharge expected to be exceeded 16 days each month.

2) Average daily discharge expected to be exceeded 8 days each month.

1) Average daily discharge expected to be exceeded 2 days each month.

In-water work period extends from 15 July through 15 September.

the subject watershed may differ due to irrigation return flows.

estimated discharges are based on nearby gauged basins. Discharges in

Listed discharges are surface water from the upstream watershed. The

FEET PER SECOND (GALLONS PER MINUTE)

AVERAGE DAILY DISCHARGE IN CUBIC

NOTE 1 2 3

OCTOBER

JULY

AUGUST

SEPTEMBER

BEAR CREEK AT PACIFIC HWY 001 (I-5)

TEMPORARY WATER MANAGEMENT

ESTIMATED DISCHARGES FOR

204 (91,5690) 125.4 (56,280) 83.4 (36.960)

101.7 (45,640) 72.9 (32,720) 51.8 (23,230)

122.1 (54,800) 93 (41,740) 121.8 (54,660)

N/A N/A N/A

Anchor stakes

Geotextile fabric

Extg. streambed

1' - 1.5'

To pump stones, etc.)

with (sandbags, Anchor fabric

Fish screen

Slope as directed

Subsurface flow

NO SCALE

its height is:

linear feet of barrier that is twice as wide as

The estimated number of bags needed for 100 inches wide by 14 inches long. This is a 30 pound bag of dry sand.

having a placed dimension of about 4 to 5 inches high by 9 to 10 used to construct a sandbag barrier. This is based on each bag of 2 feet). This is the minimum width-to-height ratio that should be wide as its height (e.g., a one foot high wall would have a base width

A common recommendation is to make the sandbag barrier twice as

Height (ft)# bags

2 1700 ig f t.

Width (ft.)

SANDBAG FOOTPRINT DETAIL

SANDBAG FOOTPRINT DETAIL

FISH SCREEN SUMP DETAIL PARTIAL ISOLATION DETAIL

sheeting in place

Anchor to hold work area

Dewatered tucked into barrier

Sheeting to be

Channel bankbank

Channel

Isolation barrier

Sandbag

Plastic sheeting

3'-0"

2' -0" to

HD02

H_M23013_wmpe_01.dgn :: HD02 6/23/2023 12:38:33 PM hwye33g

MANAGEMENT PLAN

TEMPORARY WATER

2023-06-23T14:38:14-0700

TANAKA Barry

4'

BANK PROTECTION DETAILS

maintain 3-point contact between larger boulders

, salvaged topsoilFill voids between lifts with

Loose Class 700 riprap:

Backfill with salvaged topsoil

Elev. varies

Elev. 1553

Elev. 1545

Fill voids between lifts with salvaged topsoil, Place loose Class 700 riprap (3' min. thickness) as directed, Preserve and protect exisiting Ash tree

LOOSE RIPRAP AT TREE

BURIED LOOSE RIPRAP

Original grade

Place willow fascines as directed by Engineer

KEYED RIPRAP SECTION

Elev.= 1560

Elev. = 1545-1547

Toe of ripap var.

1' max.

Riprap filter blanket (1' max.)

(6' thick, perpendicular to surface)

, salvaged topsoilFill voids between lifts with

Class 700 keyed riprap

For details, see Typical Section sht. BA01 ground

Extg.

Section Views are shown looking downstream.

HE01

H_M23013_wmpe_01.dgn :: HE HF 6/23/2023 12:38:35 PM hwye33g

6'

2023-06-23T14:40:44-0700

TANAKA Barry

WATERWAY ENHANCEMENT DETAILS

Root wad extends ~5' beyond riprap face elevation as creek channel approximately at same

Place bottom of lower log

LOG PLACEMENT

SECTION A-A

into riprap min. 15'

Embed log

LOG PLACEMENT

Toe of riprap dwg. clarity) omitted for

(Riprap pattern in staggered pattern approximately 10' on center as directed by the Engineer, elevations1552 and 1555, or

Place willow facine between willow bundle ends between native soil and

Ensure contact

Riprap outline

WILLOW FASCINE

Extg. Riprap outline

PLAN VIEW

are at same elevation

Angle upper log so that ends of logs

Extg.

Varies 30' to 40'

Willow fascine, typ. BEAR CREEK

Cutoff wall Cutoff wall

Section Views are shown looking downstream.

HF01

H_M23013_wmpe_01.dgn :: HE HF 6/23/2023 12:38:36 PM hwye33g

2023-06-23T14:44:17-0700

TANAKA Barry