21-03 N Mountain Ave_Plan Set_Final.pdf

PDF 21 MB Posted Sep 2, 2025

Attached to: N Mountain Ave Overlay - ITB (2021-03)
Solicitation number: S-KA0010-00014775
Issued by: Jackson County, Amity City, Oregon

About this file

Written by GovTribe AI · Sep 3, 2025

This document is a comprehensive set of engineering and design plans for the North Mountain Avenue Overlay Project, a public infrastructure improvement initiative by the City of Ashland and Jackson County in Oregon. The project covers approximately 0.65 miles of North Mountain Avenue, extending from Interstate 5 to East Main Street (Phase 1), and involves roadway rehabilitation, curb ramp improvements, sidewalk reconstruction, bridge deck overlay, and associated infrastructure upgrades. The project includes multiple stages of construction, with work focused on full depth pavement reconstruction, ADA ramp installations, sidewalk improvements, drainage system enhancements, and traffic control measures.

The project documents indicate a construction timeline beginning in 2023 and projected completion in 2024, with an estimated total excavation of 10,586 cubic yards (net adjusted cut of 10,280 cubic yards). The engineering plans detail precise specifications for roadway sections, including aggregate base layers, asphalt concrete pavement, curb ramps, and pedestrian accessibility improvements. The project will implement various traffic control stages, utilizing detour routes and maintaining local access, and includes significant safety enhancements such as rectangular rapid flashing beacons, pedestrian crossings, and illumination upgrades. While specific budget figures are not explicitly stated, the comprehensive nature of the plans suggests a substantial municipal infrastructure investment focused on improving transportation infrastructure and pedestrian safety.

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Other files

File	Type	Posted
21-03 N Mtn_Ph1_Bid Schedule.xlsm	XLSM spreadsheet	Sep 2, 2025
6662-TO23 N MOUNTAIN AVE PVMT RPT.pdf	PDF	Sep 2, 2025
Notice of Intent to Award~23.pdf	PDF	Sep 2, 2025
2021-03 N Mountain Ave Overlay Project ITB_FINAL.pdf	PDF	Sep 2, 2025
2021-03 N Mountain Ave Overlay Project ITB_Addendum_1.pdf	PDF	Sep 2, 2025

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WWW.DOWL.COM

E S

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

A01

0052-80159_ts_01.dgn :: Default 7/30/2025 11:43:59 AM SDinca 1"=100' Scale: Rotation: 0°

TITLE SHEET

PLANS FOR PROPOSED PROJECT

JACKSON COUNTY

PUBLIC WORKS DEPT.

CITY OF ASHLAND

ST. HELENS

ASTORIA

TILLAMOOK

MCMINNVILLE

ALBANYNEWPORT

CORVALLIS

HOOD

RIVER

DALLES

THE

MADRAS

PRINEVILLE

BEND

COQUILLE

GRANTS

PASS

Ashland

BURNS

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

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

FALLS

KLAMATH

DATE

REVIEW COMPLETED BY:

GRADING, DRAINAGE, PAVING, CURB RAMPS, SIGNING & SIGNALS

SHEET NO. DESCRIPTION

A01 Title Sheet

INDEX OF SHEETS

A02

N. MOUNTAIN AVE OVERLAY

SEC. 4 & 9, T. 39 S., R. 1 E., W.M.

M O

U N

T A I

A V

BEGINNING OF PROJECT

STA. "M" 503+28.33

STA. "M" 537+46.34

END OF PROJECT

Overall Length Of Project - 0.65 Miles

& Curb Ramp Details Legend

Index Of Sheets Cont., Std. Dwg. Nos.

PUBLIC WORKS DIRECTOR

I-5 TO E. MAIN (PHASE 1)

HERSEY ST.

Phase 2 start

Phase 2 end karl.johnson Snapshot

E OF

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I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

A02

0052-80159_ts_02.dgn :: Default 8/20/2025 10:36:37 AM SDinca 1"=100' Scale: Rotation: 0°

SHEET NO. DESCRIPTION

INDEX OF SHEETS, CONT.

Curb Ramp Details

Std. Dwg. Nos.

General Construction

Typical Sections

- Unique Curb RampRD960

- Perpendicular Curb RampRD910

- Perpendicular Curb RampRD912

- Perpendicular Curb Ramp With ClosureRD913

- Perpendicular Curb Ramp Single RampRD916

- Curb Ramp Components And LegendRD900

- Detectable Warning Surface Details RD902

- Detectable Warning Surface Placement For Curb RampsRD904

- Parallel Curb RampRD920

- Detectable Warning Surface Placement For Directional CurbsRD905

- Detectable Warning Surface Placement For Accessible Route RD906

- Combination Curb RampRD930

- Combination Curb RampRD932

- Combination Curb Ramp Single RampRD938

- Combination Curb RampRD936

- Accessible Route IslandsRD710

- CurbsRD700

- Curb Line SidewalksRD720

- Sidewalk JointsRD722

LA01 Signing & Striping Legend

Signing & Striping Plan

MA01 Legend

- Approaches And Non-Sidewalk DrivewaysRD715

- Midwest Guardrail System TypesRD402

- Midwest Guardrail System Steel Post And BlockRD404

- Midwest Guardrail System (W-Beam)RD407

- Guardrail And Metal Median Barrier Parts (29" Rail Height)RD415

- Midwest Guardrail System Standard Hardware (Nuts, Bolts, Washers And Misc.)RD416

- Midwest Guardrail System Grading For TerminalsRD419

- Midwest Guardrail System Non-Flared Energy-Absorbing TerminalRD420

- Midwest Guardrail System Typical Layouts At Bridge EndsRD442

J02

J01 Plan And Elevation

- Trench Backfill, Bedding, Pipe Zone And Multiple InstallationsRD300

- Street CutRD302

- Pipe To Structure ConnectionsRD339

- Manhole Covers And FramesRD356

- Manhole Frame AdjustmentRD360

- Fill Height Tables For PVC PipeRD388

- Fill Height Table For Corrugated HDPE PipeRD390

- Fill Height Tables For Polypropylene PipeRD393

- Concrete Inlet Base Type CG-3RD371

- Concrete Inlet Top, Option 1, Type CG-3RD372

- Miscellaneous Drainage Structures Siphon Box, Inlet Cap & Inlet AdjustmentRD376 Erosion And Sediment Control

& CURB RAMP DETAILS LEGEND

INDEX OF SHEETS CONT., STD. DWG. NOS.

General Notes

J03

J04

Rail And Sidewalk Replacement Details

Joint And Overlay Details

Details

LC01, LC02

Sign & Post Data Table

Flashing Beacon Plan

PA01

Illumination Plan

Std. Dwg. Nos.

- Sign Installation DetailsTM200

- Miscellaneous Sign Placement DetailsTM201

- Conventional Roads Directional Sign Layout Street Name SignsTM223

- Illumination Control CabinetsTM300

- Illumination Control CabinetsTM301

- Pedestrian Signal Mount And Pedestrian Pushbutton DetailsTM467

- Wire & Cable InstallationsTM470

- Pedestal Foundation And Traffic Signal AssemblyTM457

- Pavement Marking Standard Detail BlocksTM500

- Pavement Marking Standard Detail BlocksTM501

- Pavement Marking Standard Detail BlocksTM502

- Pavement Marking Standard Detail BlocksTM503

- Pavement Marking Standard Detail BlocksTM504

- Rail Crossing Pavement MarkingsTM505

- Durable Pavement Markings Method "A" & Method "D" Surface Installed ProfiledTM520

- Intersection Pavement Markings (Crosswalk, Stop Bar & Bike Lane Stencil)TM530

- Turn Arrow Marking DetailsTM531

- Median And Left Turn Channelization DetailsTM539

- Alignment Layout: GeneralTM560

- Alignment Layout: Left Turn Lane, Centerline & MediansTM561

- 3 Second Gust Wind Speed MapTM671

- LRFD Ultimate Design Wind Speed MapTM672

- Sign AttachmentsTM676

- Sign MountsTM677

- Perforated Steel Square Tube (PSST) Sign Support InstallationTM681

- Perforated Steel Square Tube (PSST) Anchor FoundationTM687

HA01 Drainage Details

BA01 Thru BA03

BB01 Thru BB03

BC01 Thru BC14

C01 Thru C08

FB03 Thru FB06

LB01 Thru LB04

PB01 Thru PB06

- Temporary Sign SupportsTM821

- Temporary Sign SupportsTM822

- Temporary Concrete Barrier And Rumble Strip DetailsTM830

- Closure DetailsTM840

- Intersection Work Zone DetailsTM841

- 2-Lane, 2-Way RoadwaysTM850

- Bridge ConstructionTM870

- Temporary Pedestrian Access RoutesTM844

FB01

FB02

Erosion And Sediment Control Cover Sheet

Erosion And Sediment Control Details

BD01 Pipe Data Sheet

- Midwest Guardrail System Wood Post And BlockRD403

- Transition Concrete Bridge Rail To GuardrailBR203

- Pedestrian RailBR246

- Concrete Bridge Rail Type "F"BR200

- Construction EntrancesRD1000

- Inlet Protection Type 2, 3, 6, 7, 10 And 11RD1010

- Sediment FenceRD1040

- Concrete Truck Wash OutRD1070

- Breakaway Sign & Luminaire Supports - Support Location GuidelinesTM635

- Temporary PSST Vane Anchor InstallationTM689

- Temporary Pedestrian Access RoutesTM847

EA01 Traffic Control Plan

EA02 Traffic Control Details

Traffic Control PlanEB01 Thru EB05

Truncated dome detectable warning surface

Marked or intended crossing location

(Slope as required for drainage)

(Max. 5.0% finished surface slope)

Counter slope

Station, offset, elevation point

Slope 10% max.

(Max. 4.9% finished surface slope)

Running slope 4.0% max.

Sidewalk

Landscaping

(Max. 8.3% finished surface slope)

Slope 7.5% max.

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

CURB RAMP DETAILS LEGEND

surface slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished longer dimension in direction of pedestrian street crossing).

When constrained 4.5' x 5.5' (4' x 5' min. finished surface with

When not constrained 4.5' x 4.5' (4' x 4' min. finished surface).

Turning space

City Std. Dwg. Nos.

- Junction Box DetailCD981

- Residential Street LightCD60a

- Electrical Conduit Trench DetailCD980

- Monument Case DetailCD115

- Mailbox SupportRD100

- Mailbox InstallationRD101

- Placement Of Guardrails On SlopesRD406

Illumination Legend And LIght Pole Table

MB01, MC01

Sign Details

LC03, LC04

- Sediment Barrier Type 8RD1032

- Tables, Abrupt Edge And PCMS DetailsTM800

- Temporary Pavement MarkingsTM810

- Temporary BarricadesTM820

L-1.0 Title Sheet

L-2.0

L-2.1

L-3.0

L-3.1

Planting Plan

Planting Legend & Details

Irrigation Plan

Irrigation Legend & Details

- Metal HandrailRD770

- Metal Handrail DetailsRD771

E OF

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OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

TYPICAL SECTIONS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BA01

0052-80159_ty_01.dgn :: Default 7/30/2025 1:31:12 PM SDinca 1"=100' Scale: Rotation: 0°

"M"

Match extg. sl. Match extg. sl.

Depth - 5" to 6"

Cold plane pvmt. removal sidewalk

Protect extg.

curb and gutter

Protect extg.

sidewalk

Protect extg.

curb and gutter

Protect extg.

Extg. grade

STA. "M" 507+69.05 To STA. "M" 509+25.70

"M" 508+53.21 To "M" 509+19.73

"M" 507+63.03 To "M" 508+03.36

STA. "M" 506+39.26 To STA. "M" 507+13.34

Sl. var.

STA. "M" 505+98.33 To STA. "M" 506+93.92

Depth - 5" pvmt. removal

Cold plane guardrail

Protect extg.

sidewalk

Protect extg.

curb and gutter

Protect extg.

3.5'

STA. "M" 503+28.38 To STA. "M" 503+78.18 guardrail

Protect extg.

Extg. ground

3.5' geotextile

Subgrade

Nom. comp. thkn. - 13"

Aggregate base

Sl. var.

**"M" 509+35.39 To "M" 510+08.37 (Intersection - Fair Oaks Ave.)

*"M" 507+63.54 To "M" 509+35.39

"M" 507+00.88 To "M" 507+63.54 (Intersection - Nevada St.)

"M" 506+14.08 To "M" 507+00.88

"M" 505+50.95 To "M" 506+14.08 (Intersection - Skylark Pl)

STA. "M" 503+78.18 To STA. "M" 505+50.95

Sl.

Sidewalk

Nom. comp. thkn. - 4"

Aggregate base

Var.

(For details, see BC shts.)

Curb and gutter, E=6" of curb

Top face

(See dwg. nos. RD700 & RD720)

(For details, see BC shts.)

Nom. thkn. - 4"

Conc. walk

Sl. 2:1

Nom. comp. thkn. - 13"

Aggregate base

Nom. thkn. - 2"

" 2 1Level 2, ACP wearing course w/fibers

Travel lane

5. For striping plans, see shts. LB01 thru LB07.

4. For curb ramp details, see shts. BC01 thru BC14.

See BB shts. for details.

3. Pavement width varies at intersections.

2. Side slopes are shown as horizontal to vertical.

1. ACP binder shall be PG 70-22.

NOTES:

Extg. pvmt. - var. 24.5' to 40' ground

Extg.

Nom. thkn. - 2"

" 2 1Level 2, ACP wearing course w/fibers geotextile

Subgrade

CURB RAMP TYPICAL SECTION

"M"

1.5' otherwise called out on C shts.

Permanent seeding unless

(Two equal lifts)

Nom. thkn. - 6"

" 2

Level 2, ACP base course

Nom. thkn. - 3"

" 2 1Level 2, ACP base course

(Two equal lifts)

Nom. thkn. - 6"

" 2 1Level 2, ACP base course

Sl. var. Sl. var.

Travel lane

Var. 13.5' to 12.5'13.5'

1.5'

0.5'

On street parking

Var. 8' to 8.5'

Sawcut

Extg. ground

Var. 13.5' to 16'

Travel lane

**15'

*Var. 16' to 15'

Var. 12.5' to 16'

Travel lane

**15'

*Var. 16' to 15'

Profile grade

Turn lane

**10'

*Var. 0' to 10'

Nom. thkn. - 2"

" 2

Level 2, ACP wearing course w/fibers

**1.75'

*Var. 1' to 1.75'

1' sidewalk

Protect extg.

curb and gutter

Protect extg.

Nom. thkn. - 0" to 1"

" 2 1Level 2, ACP leveling course extg. base

Recondition

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

TYPICAL SECTIONS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BA02

"M" sidewalk

Protect extg.

curb and gutter

Protect extg.

8' curb and gutter

Protect extg.

Protect extg. median

1' sidewalk

Protect extg.

curb and gutter

Protect extg.

STA. "M" 517+28.80 To STA. "M" 519+21.11

Sl. 3%

Extg. grade curb and gutter

Protect extg.

STA. "M" 515+07.19 To STA. "M" 515+29.16

Extg. ground

STA. "M" 522+00.00 To STA. "M" 523+25.00

Extg. ground and landscaping (Var.)

Protect extg. sidewalk

11'11' geotextile

Subgrade

Nom. comp. thkn. - 13"

Aggregate base

Bike laneParking lane

7.8' and landscaping (Var.)

Protect extg. sidewalk

Parking lane

7.5'

Sl. 3%

Travel lane

11'

Bike lane

Extg. ground

Sl. 3%Sl. 3%

Sl. 3%

Sl. 1:5:1

0052-80159_ty_02.dgn :: Default 7/30/2025 1:31:53 PM SDinca 1"=100' Scale: Rotation: 0°

Nom. thkn. - 2"

" 2 1Level 2, ACP wearing course w/fibers

(See dwg. no. RD700)

E = 6", width = 24"

Curb and gutter

Sawcut

STA. "M" 519+21.53 To STA. "M" 521+18.14

11'

Travel lane1' to 4:1

Var . 2:

5' mulching

Seeding and mulching

Seeding and

(Two equal lifts)

Nom. thkn. - 6"

" 2 1Level 2, ACP base course

Sl. var. Sl. var.

Bike lane

5' 5' to 4:1

Var. 2:1 to 4:1

Var . 2:

(For details, see sht. BB02)

Stone embankment

***"M" 524+76.63 To "M" 525+76.79 (Br. No. 29CY4)

**"M" 524+03.57 To "M" 524+76.63

*"M" 521+72.56 To "M" 524+03.57

*"M" 521+09.71 To "M" 521+72.56 (Intersection - Nepenthe Rd.)

*"M" 519+47.95 To "M" 521+09.71

"M" 516+99.06 To "M" 519+47.95

*"M" 516+55.76 To "M" 516+99.06 (Intersection - Mountain Meadows Dr.)

STA. "M" 510+08.37 To STA. "M" 516+55.76

Bike lane

***4.75' to 4.75'

**Var. 5'

*5'

Curb and gutter

Median

***0'

**0'

*0'

Travel lane

***10'

**Var. 11' to 10'

*11'

Travel lane

***10'

**Var. 11' to 10'

*11'

Bike lane

***4.75' to 4.75'

**Var. 5'

*5'

*"M" 524+03.57 To "M" 524+76.63

"M" 523+25.00 To "M" 523+58.39

STA. "M" 521+18.14 To STA. "M" 522+00.00

11'

*Var. 11' to 10'

Bike lane to 4.75'

*Var. 5'

Bike lane

Sl. 3% system

Midwest guardrail

6. Place guardrail post face 6" minimum behind TBOC.

5. For striping plans, see shts. LB01 thru LB07.

4. For curb ramp details, see shts. BC01 thru BC14.

See BB shts. for details.

3. Pavement width varies at intersections.

bridge deck.

performed on the bridge. Protect extg.

3. Cold plane pavement removal not to be

2. Side slopes are shown as horizontal to vertical.

1. ACP binder shall be PG 70-22.

NOTES:

RD420, RD442, BR203)

RD406, RD407, RD415, RD416, RD419,

(See dwg. no. RD402, RD403, RD404, (See note 6)

8' steel posts

Midwest guardrail

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

TYPICAL SECTIONS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BA03

0052-80159_ty_03.dgn :: Default 7/30/2025 1:32:36 PM SDinca 1"=100' Scale: Rotation: 0°

"M" sidewalk

Protect extg.

curb and gutter

Protect extg.

curb and gutter

Protect extg.

sidewalk

Protect extg.

geotextile

Subgrade

Nom. comp. thkn. - 13"

Aggregate base

"M"

Match extg. sl. Match extg. sl.

Depth - 5" to 6"

Cold plane pvmt. removal sidewalk

Protect extg.

curb and gutter

Protect extg.

Extg. grade

Extg. pvmt. - var. 26.5' to 31' sidewalk

Protect extg.

curb and gutter

Protect extg.

Nom. thkn. - 2"

" 2

Level 2, ACP wearing course w/fibers

Nom. thkn. - 2"

" 2 1Level 2, ACP wearing course w/fibers

Travel lane

5. For striping plans, see shts. LB01 thru LB07.

4. For curb ramp details, see shts. BC01 thru BC14.

See BB shts. for details.

3. Pavement width varies at intersections.

2. Side slopes are shown as horizontal to vertical.

1. ACP binder shall be PG 70-22.

NOTES:

Travel lane

(Two equal lifts)

Nom. thkn. - 6"

" 2 1Level 2, ACP base course

Var. 4.75' to 7' 10'

Travel lane

10'

Sl. var. Sl. var.

10'

7' 7'

"M" 531+75.83 To "M" 537+46.34

"M" 531+11.19 To "M" 531+75.83 (Intersection - Briscoe Pl.)

"M" 529+17.67 To "M" 531+11.19

STA. "M" 528+50.00 To STA. "M" 529+17.67 (Intersection - Clinton St.)

bike lane

Buffered bike lane

Buffered

*7' bike lane

Buffered

*7'

Var. 4.75' to 7'

*"M" 526+97.04 To "M" 528+50.00

STA. "M" 525+76.79 To STA. "M" 526+97.04

Nom. thkn. - 0" to 1"

" 2 1Level 2, ACP leveling course

Nom. thkn. - 3"

" 2 1Level 2, ACP base course extg. base

Recondition

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BB01

0052-80159_dt_01.dgn :: Default 7/30/2025 2:05:24 PM SDinca 1"=100' Scale: Rotation: 0°

REPAIR LOCATIONS

LEFT OFFSET RIGHT OFFSET

C DA B

"M"

B C

D rdwy. section

See typical

Aggregate subbase

Rdwy. subgrade

Asph. conc. pvmt.

Var.1'

Typ.

Depth - 21"

Sawcut and excavate

STA. START STA. END

Depth - 21"

Sawcut and excavate

ACP repair limits ACP repair limits

Adjacent traffic

Face of extg. curb

Extg. conc. median

"M" crosswalk

Intended

PLAN

SECTION A-A

Top of island geotextile

Non-woven subgrade

Sawcut

Nom. comp. thkn. - 4"

Aggregate base

CUT THROUGH CURB RAMP DETAIL

V a r

2' min.

5.6'

Aggregate base

Sidewalk sl. 1.5% ~

LEGEND

12" SUBGRADE STABILIZATION

BACK OF WALK STANDARD CURB DETAIL

(See C sheets for type)

Landscaping

E=6"

Standard curb to be determined per field conditions.

2. Depth of subgrade stabilization requirements.

in areas not meeting compaction

1. Subgrade stabilization to be used

NOTE:

12"

Excavation limits

12"

Nom. thkn. - 2"

" 2 1Level 2, ACP wearing course w/fibers

Full depth ACP

21 INCH ASPHALT CONCRETE PAVEMENT REPAIR

(Two equal lifts)

Nom. thkn. - 6"

" 2 1Level 2, ACP base course

Nom thkn. - 13"

Class E backfill

Conc. island pay limits

Min. clear width

Nom. thkn. - 4"

P.C. conc. island

1.5% max.

E=6"

Standard curb

E=6"

Standard curb

"M" 508+47.00

"M" 508+09.00

"M" 507+99.00

"M" 507+15.00

"M" 506+91.00

"M" 506+88.00

"M" 506+55.00

"M" 506+06.00

"M" 505+53.00

"M" 505+39.00

"M" 508+71.00

"M" 508+45.00

"M" 508+10.00

"M" 507+30.00

"M" 507+11.00

"M" 506+94.00

"M" 506+75.00

"M" 506+36.00

"M" 505+59.00

"M" 505+58.00

6.5'

13'

10.5'

3.5'

4.5'

1.5'

8.5'

9.5'

6.5'

5a: Nominal thickness - 4".

5. Rock mulch:

4b: Match existing color/size.

4a: Nominal thickness - 4".

4. Bark mulch:

3b: Place mix over 2" of topsoil.

" fine compost with lawn seeding.4 1 3a: Mix

3. Lawn seeding:

placement of landscaping.

2. Surface to be weed-free prior to

1. See C sheets for landscaping type and location.

NOTES:

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BB02

0052-80159_dt_02.dgn :: Default 7/30/2025 2:06:28 PM SDinca 1"=100' Scale: Rotation: 0° construction.

2. Benching work is incidental to embankment

(v:h) to provide positive bond with existing ground.

1. Construct benches on slopes steeper than 1:5

STANDARD EMBANKMENT GENERAL NOTES:

ax. sl.

STANDARD EMBANKMENT CONSTRUCTION

Incidental excavation

10' min.

Min.

24"

Typ.

36" min.

T y p to m a x

T y p ground

Extg.

in horizontal layers placed & compacted

New embankment grubbed surface

Cleared & of slope

Extg. toe

Extg. ground after benching

Excavation surface

CURB RAMP CURB AND GUTTER DETAIL

Contraction joint

(See note 2)

Curb running slope

(See note 1)

Counter slope

Gutter pad width

18"

Gutter line var. 2 .0 % -

7.5 %Ramp run slop e cross slope

Extg. roadway

(At top face of curb)

Control Alignment

Sawcut

6' max.

(For course depths, see sht. BA02)

ACP match

12" Thkn. - 12"

Aggregate base

5. Maintain existing drainage patterns.

c) Stop/yield (SY) = prop. GFS < 2.0%

b) Signalized or Uncontrolled (SU) = prop. GFS < 5.0%

a) Midblock (MB) = prop. GFS < extg. GFS

4. Maximum gutter flow slopes (GFS) are as follows:

width up to 6' maximum if needed.

existing ACP cross slope. Adjust sawcut

3. Maximum ACP cross slope is +/-2% of the until maximum is reached.

negative grade). Match ramp running slope and combination style ramps is 4% (Positive or

2b. Maximum curb running slope on perpendicular style ramps is 2% (Positive or negative grade).

2a. Maximum curb running slope on parallel perpendicular to the curb flow line.

2' of the curb ramp and shall be measured curb ramp throat and road surfaces within negative grade). This applies to gutter at the

1. Maximum counter slope is 5.0% (Positive or

NOTES:

IRRIGATION SLEEVE DETAIL

Nom. thkn. - 4"

Conc. walk

(See C shts. for type)

Landscaping

(For details, see this sht.)

Const. curb and gutter

PVC pipe

0.5% min.

4"-6' @

Nom. comp. thkn. - 4"

Aggregate base

6" 6"

Cap both ends 24"

Curb and gutter width

(Material for benching is incidental)

Stone embankment material

Incidental benching excavation

Sl. 1:1.5

STONE EMBANKMENT CONSTRUCTION

See sht. BA01 material

Stone embankment

8' steel posts

Midwest guardrail

(Sl. var.)

Extg. ground

Pay limit

10' min.1

3" in size.

4. Material placed within 1' of guardrail post shall not exceed directed by Engineer.

3. Const. stone embankment one foot below extg. ground or as

2. Use 8' steel guardrail posts in areas of stone embankment.

1. Benching work is incidental to embankment construction.

NOTES:

m a x

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BB03

0052-80159_dt_03.dgn :: Default 7/30/2025 2:08:49 PM SDinca 1"=100' Scale: Rotation: 0°

ASPHALT APPROACH SURFACING

GRAVEL APPROACH SURFACING

Nom. comp. thkn. - 8"

Aggregate base geotextile

Subgrade geotextile

Subgrade

Nom. comp. thkn. - 6"

Aggregate base

Nom. thkn. - 2"

"2 1Level 2, ACP wearing course

Nom. thkn. - 2"

"2 1Level 2, ACP base course geotextile

Subgrade

Nom. comp. thkn. - 6"

Aggregate base

CONCRETE APPROACH SURFACING

Nom. thkn. - 6"

Conc. surfacing

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC01

0052-80159_dt_10.dgn :: Default 7/30/2025 2:15:36 PM SDinca 1"=5' Scale: Rotation: 255.918°

N. MOUNTAIN AVE.

S K

Y L

A R

K P

L p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g

In te n d e d c r o s s in g

Sawcut

Match extg.

curb

Match extg.

FEET

5 2.5 5

PLAN SCALE 1"=5'

RR3

curb

Match extg.

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10'

0"M" LINE

.85

7.5

(At gutter line)

Control alignment "CR01"

-7.29%

-0.27%

10' V.C.

"CR01" LINE

0+60

Profile grade

Extg. ground

0+70 0+80 0+900+500+40

1826 1826

2.58'7.4%

5.5'1.5%

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

FL=1824.45

N/A

FL=1824.18

N/A

FL=1824.14

N/A

FL=1825.13

"CR01" 0+91.88

"CR01" 0+82.61

"CR01" 0+74.60

"CR01" 0+54.08

"CR01" 0+47.00

0.00' Lt.

8.67' Lt.

3.17' Lt.

0.00' Lt.

8.67' Lt.

3.17' Lt.

0.00' Lt.

8.67' Lt.

3.17' Lt.

6.58' Lt.

0.00' Lt.

TFC=1824.95

SW=1824.45

SW=1824.37

TFC=1824.68

SW=1824.41

SW=1824.33

TFC=1824.64

SW=1825.37

SW=1825.29

SW=1825.76

TFC=1825.63

2.89% 0.46%

.7'

5.4

E=0"

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

5. Construct concrete joints as shown on plans, or as directed by Engineer.

4. All work is within existing right-of-way or perm. sidewalk ease.

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

panel

Transition

7.3 6'

5.3

7.5 4'

4.5

2.58' 7.4%

5.5' 1.5%

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC02

0052-80159_dt_11.dgn :: Default 8/20/2025 4:09:01 PM AZavala 1"=5' Scale: Rotation: 255.918°

R/W

N. MOUNTAIN AVE.

S K

Y L

A R

K P

L panel

Transition panel

Transition Match extg.

extg. tree

Protect curb

Match extg.

curb

Match extg.

tree

Protect extg.

p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g

In te n d e d c r o s s in g

22' R.

Sawcut

FEET

5 2.5 5

PLAN SCALE 1"=5'

RR1

Match extg.

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10'

0"M" LINE

3.6'

0.8%

5.5

1.5

5.5

0.0

13 14

(At gutter line)

Control alignment "CR02"

E = 0"

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

"CR02" 1+04.27

"CR02" 1+04.33

"CR02" 0+41.08

"CR02" 0+41.21

"CR02" 0+43.21

"CR02" 0+45.34

"CR02" 0+79.37

"CR02" 0+99.27

"CR02" 0+99.33

"CR02" 0+82.32

"CR02" 0+83.65

"CR02" 0+70.51

"CR02" 0+75.41

"CR02" 0+62.08

"CR02" 0+90.06

"CR02" 0+67.08

"CR02" 0+60.32

"CR02" 0+47.26

18 13.78' Lt.

7.76' Lt.

14.24' Lt.

9.38' Lt.

14.56' Lt.

9.49' Lt.

14.84' Lt.

13.26' Lt.

7.76' Lt.

13.15' Lt.

7.69' Lt.

10.68' Lt.

6.06' Lt.

3.78' Lt.

0.00' Lt.

N/A

FL=1821.30

FL=1822.65

FL=1822.75

FL=1824.37

SW=1821.76

SW=1821.65

SW=1825.33

SW=1825.38

SW=1825.19

SW=1823.31

SW=1822.09

SW=1822.01

SW=1823.31

SW=1823.23

SW=1823.39

SW=1823.31

SW=1822.78

TFC=1821.80

TFC=1823.15

TFC=1823.25

TFC=1824.87

D E

5.0'

7.2%

5.0'

6.7%

10 17

"CR02" LINE

0+60

18241824

Profile grade

0+70 0+80 0+900+50

18221822

18211821 ground

Extg.

-12.37%

-1.48%

-10.16%

-1.89%

20' V.C.

8 + .2

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

5. Construct concrete joints as shown on plans, or as directed by Engineer.

4. All work is within existing right-of-way or perm. sidewalk ease.

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

E=0" E=0"

8.9'

6.9%

8.9'

7.5%

5.9'

0.9%

4.9'

1.0%

15.0'

DE 8.2%

15.0'

DE 8.2%

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC03

N. MOUNTAIN AVE.

0052-80159_dt_12.dgn :: Default 7/31/2025 9:51:39 AM SDinca 1"=5' Scale: Rotation: 258.1343°

F A

A K S A

V E

R/W

R/W curb

Match extg.

curb

Match extg.

extg.

Match

Match extg.

p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g In te n d e d c r o s s in g plans for details)

(See pavement marking

Intended crossing

26.8' R.

panel

Transition panel

Transition

Sawcut

Curb Ramp Table.

See sht. BC03A for

NOTE:

R R

FEET

5 2.5 5

PLAN SCALE 1"=5'

.5 '0

5.5'

1.5%

5.5' 1.5%

5.5'

1.5%

%6 .5

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10'

"M" LINE

(At gutter line)

Control alignment "CR03"

4.85

1.50% 3.71

-1.27%

"CR03" LINE

0+60

0+70 0+800+500+40

1832 1832

.5 '1

0.50%

3.9%

4.5%

2.3%

E=3"

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

5. Construct concrete joints as shown on plans, or as directed by Engineer.

4. All work is within existing right-of-way or perm. sidewalk ease.

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

3.1'

3.1'10.0%

5.1'

7.5'

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

0052-80159_dt_12A.dgn :: Default 7/31/2025 9:58:53 AM SDinca 1"=5' Scale: Rotation: 270°

BC03A

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

N/A

FL=1833.00

FL=1833.05

FL=1833.11

FL=1833.08

FL=1832.97

FL=1832.92

FL=1832.86

FL=1832.78

FL=1832.48

FL=1832.12

SW=1833.47

SW=1833.31

SW=1833.46

SW=1833.38

SW=1833.30

SW=1833.38

SW=1833.30

SW=1833.22

SW=1833.16

SW=1833.01

TFC=1833.50

TFC=1833.55

TFC=1833.11

TFC=1833.08

TFC=1833.22

TFC=1833.17

TFC=1832.86

TFC=1832.78

TFC=1832.98

TFC=1832.62

"CR03" 0+81.65

"CR03" 0+82.58

"CR03" 0+73.65

"CR03" 0+72.22

"CR03" 0+63.29

"CR03" 0+64.73

"CR03" 0+60.78

"CR03" 0+59.34

"CR03" 0+50.42

"CR03" 0+51.85

"CR03" 0+45.36

"CR03" 0+80.06

"CR03" 0+76.40

"CR03" 0+71.29

"CR03" 0+65.66

"CR03" 0+62.55

"CR03" 0+61.52

"CR03" 0+58.41

"CR03" 0+52.78

"CR03" 0+47.72

"CR03" 0+40.30

17.09' Rt.

12.36' Rt.

12.46' Rt.

7.04' Rt.

12.46' Rt.

7.04' Rt.

12.46' Rt.

7.04' Rt.

12.46' Rt.

7.04' Rt.

12.99' Rt.

7.99' Rt.

0.00' Rt.

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC04

N. MOUNTAIN AVE.

0052-80159_dt_13.dgn :: Default 7/31/2025 10:13:30 AM SDinca 1"=5' Scale: Rotation: 258.1343°

F A

A K

S A

V E p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g In te n d e d c r o s s in g plans for detai ls)

(See pavement marking Intended cross ing panel

Transition extg.

Match tree extg.

Protect curb

Match extg.

curb

Match extg.

extg.

Match

25' R.

Sawcut hydrant

Protect extg.

water valve box

Adjust extg.

RR3

R R

FEET

5 2.5 5

PLAN SCALE 1"=5'

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10'

"M" LINE

5.0'1.0%

5.0'1.4%

.0 '1

5.5'

1.5%

5.5'

1.5%

6.0'

4.5%

9 11

12 15 18 21

(At gutter line)

Control alignment "CR04"

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

N/A

FL=1835.18

N/A

FL=1834.92

N/A

FL=1834.84

N/A

FL=1834.66

N/A

FL=1834.50

N/A

FL=1834.01

N/A

FL=1833.93

N/A

FL=1833.62

N/A

FL=1833.36

SW=1835.63

SW=1835.60

TFC=1835.68

SW=1835.36

SW=1835.29

TFC=1835.42

SW=1835.28

SW=1835.21

TFC=1834.84

SW=1835.14

TFC=1834.91

SW=1834.82

TFC=1834.75

SW=1834.08

TFC=1834.01

SW=1834.00

TFC=1833.93

SW=1834.19

TFC=1834.12

SW=1833.91

TFC=1833.86

"CR04" 0+94.77

"CR04" 0+88.77

"CR04" 0+83.27

"CR04" 0+79.77

"CR04" 0+78.71

"CR04" 0+74.64

"CR04" 0+61.16

"CR04" 0+61.18

"CR04" 0+54.08

"CR04" 0+54.09

"CR04" 0+47.42

"CR04" 0+43.17

11.75' Rt.

6.91' Rt.

0.00' Rt.

11.68' Rt.

6.68' Rt.

0.00' Rt.

11.68' Rt.

6.68' Rt.

0.00' Rt.

11.68' Rt.

0.00' Rt.

5.58' Rt.

0.00' Rt.

5.58' Rt.

0.00' Rt.

5.58' Rt.

0.00' Rt.

5.58' Rt.

0.00' Rt.

5.61' Rt.

0.00' Rt.

"CR04" LINE

1834 1834

0+60 0+70 0+80 0+900+500+40

18331833

Profile grade

Extg. ground

5.20

5.24

1.13% 3.64% 3.93

% 3.95 % 1.45%

4.33

10.8

6.9%

13.5

5.5%

1.6%

5.5'

1.5%

E=3"

E=0"

RR3

6.0'

5.2%

.0 '4 .0

3.5'

4.0%

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

5. Construct concrete joints as shown on plans, or as directed by Engineer.

4. All work is within existing right-of-way or perm. sidewalk ease.

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

E=0"

4.1'

2.7%

4.6'

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC05

N. MOUNTAIN AVE.

0052-80159_dt_14.dgn :: Default 7/31/2025 10:29:29 AM SDinca 1"=5' Scale: Rotation: 258.1343°

F A

A K

S A

V E p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g

In te n d e d c r o s s in g plans for details) (See pavement marking Intended crossing panel

Transition panel

Transition

Adjust inlet extg.

Match curb

Match extg.

curb

Match extg.

21.5' R.

Sawcut extg. illumination pole

Preserve and protect hydrant

Protect extg.

FEET

5 2.5 5

PLAN SCALE 1"=5'

RR2

R R

Curb Ramp Table.

See sht. BC05A for

NOTE:

R R

R R private path

Match extg.

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10'

7.5'

5.1%

7.5'

5.2%

5.0'

1.5%

3.9'

0.3%

9 10

11 12

"M" LINE

(At gutter line)

Control alignment "CR05"

E = 0"

5.5'

0.5%

5.5'

0.5%

5.5'

0.5%

"CR05" LINE

0+60

0+70 0+80 0+900+50

1+00 1+10

Profile grade

Extg. ground

-6.35%

1.51% 1.51%

3.87

0.55% 0.25%

10' V.C.

1+20

RR2

11.0' 7.1%

15.0' 5.0%

6.2'

1.5%

6.2'

1.0%

E=0"

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

or as directed by Engineer.

5. Construct concrete joints as shown on plans, perm. sidewalk ease.

4. All work is within existing right-of-way or

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

5.5' min.

' m in

28.7'

5.7%

20.0'

7.7% extg. park bench

Remove and reinstall

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

0052-80159_dt_14A.dgn :: Default 7/31/2025 10:31:30 AM SDinca 1"=5' Scale: Rotation: 270°

BC05A

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

22 N/A

N/A

FL=1834.65

FL=1834.61

FL=1834.58

FL=1833.86

FL=1833.74

FL=1834.16

SW=1835.33

SW=1835.22

SW=1835.39

SW=1835.31

SW=1835.00

SW=1834.93

SW=1834.97

SW=1834.90

SW=1834.19

SW=1834.15

SW=1834.13

SW=1834.06

SW=1834.88

SW=1834.80

SW=1834.88

SW=1834.87

TFC=1835.15

TFC=1835.11

TFC=1835.08

TFC=1834.36

TFC=1834.24

TFC=1834.66

"CR05" 1+11.01

"CR05" 1+04.86

"CR05" 0+97.36

"CR05" 0+91.86

"CR05" 0+73.27

"CR05" 0+65.32

"CR05" 0+51.50

"CR05" 0+47.00

"CR05" 1+21.02

"CR05" 0+97.36

"CR05" 0+91.86

"CR05" 0+73.27

"CR05" 0+65.32

"CR05" 0+47.00

9.25' Lt.

5.27' Lt.

9.33' Lt.

4.33' Lt.

9.33' Lt.

4.33' Lt.

9.33' Lt.

4.33' Lt.

9.33' Lt.

4.33' Lt.

9.33' Lt.

4.33' Lt.

9.33' Lt.

4.33' Lt.

9.41' Lt.

5.48' Lt.

0.00' Lt.

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC06

N. MOUNTAIN AVE.

0052-80159_dt_15.dgn :: Default 7/31/2025 10:34:21 AM SDinca 1"=5' Scale: Rotation: 258.1343°

F A

A K

S A

V E

R/W

W panel

Transition panel

Transition plans for details)

(See pavement marking

Intended crossing p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g

In te n d e d c r o s s in g

20.5' R.

extg.

Match curb

Match extg.

extg.

Match

Sawcut vault

Protect extg.

FEET

5 2.5 5

PLAN SCALE 1"=5'

R R

RR3

R R

Curb Ramp Table.

See sht. BC06A for

NOTE:

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10' curb extg.

Match

5.5'

1.5%

5.5'

1.5%

5.0'

1.6%

5.0'

1.5%

2.0'

4.0% private path extg.Match

1 2 3

11 13

14 16

"M" LINE

(At gutter line)

Control alignment "CR06"

6.3 2%

3.50%

2.34% 1.50%

1.42%

"CR06" LINE

0+60

0+70 0+800+50

1832 1832

0+90

Profile grade

Extg. ground

5.5'

1.1%

D E

E=0"

D E

6.4'

1.9%

5.5'

3.5%

5.5'

1.5%

2.13'

5.3%

E=0"

6.4'

1.9% 7.3'

4.9%

3.9'

5.3%

4.9'

4.3%4 .9

3.9'

4.1%

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

5. Construct concrete joints as shown on plans, or as directed by Engineer.

4. All work is within existing right-of-way or perm. sidewalk ease.

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

E=0"

1.4'

5.3%

3.0'

10.0%

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

0052-80159_dt_15A.dgn :: Default 7/31/2025 10:35:15 AM SDinca 1"=5' Scale: Rotation: 270°

BC06A

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

N/A

FL=1833.63

FL=1833.51

FL=1833.40

FL=1833.02

FL=1832.83

FL=1832.63

FL=1832.36

SW=1834.91

SW=1834.70

SW=1834.71

SW=1834.64

SW=1833.65

SW=1833.57

SW=1833.48

SW=1833.56

SW=1833.53

SW=1833.44

SW=1833.45

SW=1833.36

SW=1833.52

SW=1833.38

SW=1833.36

SW=1833.17

SW=1833.06

SW=1833.00

TFC=1834.13

TFC=1834.01

TFC=1833.90

TFC=1833.52

TFC=1832.83

TFC=1833.13

TFC=1832.86

"CR06" 0+99.99

"CR06" 1+00.22

"CR06" 0+95.07

"CR06" 0+94.39

"CR06" 0+76.56

"CR06" 0+80.98

"CR06" 0+74.96

"CR06" 0+69.66

"CR06" 0+62.54

"CR06" 0+60.68

"CR06" 0+54.38

"CR06" 0+53.13

"CR06" 0+53.00

"CR06" 0+49.26

"CR06" 0+49.10

"CR06" 0+47.00

"CR06" 0+91.92

"CR06" 0+83.57

"CR06" 0+76.20

"CR06" 0+59.92

"CR06" 0+54.38

"CR06" 0+51.38

"CR06" 0+47.00

10.77' Lt.

5.82' Lt.

10.76' Lt.

5.81' Lt.

9.82' Lt.

5.60' Lt.

2.07' Lt.

5.53' Lt.

13.55' Lt.

7.61' Lt.

13.68' Lt.

7.68' Lt.

18.66' Lt.

13.66' Lt.

18.60' Lt.

13.60' Lt.

13.57' Lt.

7.68' Lt.

0.00' Lt.

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC07

N. MOUNTAIN AVE.

0052-80159_dt_16.dgn :: Default 8/20/2025 4:23:07 PM AZavala 1"=5' Scale: Rotation: 270°

M T

M E

A D

O W

S D

R/W

Perm . ease.

.5 p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g

In te n d e d c r o s s in g plans for details)

(See pavement marking

Intended crossing

7.5%

RR2 slope panel

Transition panel

Transition extg.

Match e a s e

P e r m

Match extg.

17' R.

wall retaining

Protect extg.

FEET

5 2.5 5

PLAN SCALE 1"=5'

R R

RR1

RR3

7.1' 1.0%

4.5' 1.3%

5.5'

1.5%

5.5'

1.5%

20.0'

DE 11.0%

20.0'

DE 11.2%

curb

Match extg.

M curb extg.Match

"M" LINE

2 3

(At gutter line)

Control alignment "CR07"

Adjust inlet

See note 9

D E 1

D E 8 .4

E = 0"

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

N/A

FL=1789.20

FL=1789.40

FL=1789.50

FL=1790.90

FL=1791.16

FL=1793.08

SW=1790.57

SW=1790.46

SW=1790.49

SW=1790.41

SW=1790.30

SW=1790.22

SW=1790.36

SW=1790.33

SW=1791.16

SW=1791.08

SW=1791.22

SW=1791.18

SW=1793.46

SW=1793.38

SW=1793.70

SW=1793.72

TFC=1789.70

TFC=1789.90

TFC=1790.00

TFC=1791.40

TFC=1791.66

TFC=1793.58

"CR07" 1+19.70

"CR07" 1+14.81

"CR07" 1+04.31

"CR07" 0+92.26

"CR07" 0+93.57

"CR07" 0+75.99

"CR07" 0+79.76

"CR07" 0+71.69

"CR07" 0+71.82

"CR07" 0+51.69

"CR07" 0+47.00

"CR07" 1+19.70

"CR07" 1+04.31

"CR07" 0+94.00

"CR07" 0+81.09

"CR07" 0+71.89

"CR07" 0+47.00

11.95' Rt.

7.04' Rt.

12.08' Rt.

6.58' Rt.

12.08' Rt.

6.58' Rt.

12.25' Rt.

6.78' Rt.

10.23' Rt.

5.12' Rt.

9.09' Rt.

3.59' Rt.

9.08' Rt.

3.58' Rt.

9.14' Rt.

5.28' Rt.

0.00' Rt.

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10'

"CR07" LINE

0+60 0+70 0+80 0+900+50

1+00 1+10

-7.70%

-2.83%

-10.84%

-0.97% 1.29%

1+20

Profile grade

Extg. ground

6.0'

DE 13.7%

DE 1

9.2'

2.8%

5.0

6.8

4.7'

5.1%

4.9'

2.3%

9. Do not construct gutter transition through ramp.

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

5. Construct concrete joints as shown on plans, or as directed by Engineer.

4. All work is within existing right-of-way or perm. sidewalk ease.

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

E=0"

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC08

N. MOUNTAIN AVE.

0052-80159_dt_17.dgn :: Default 7/31/2025 11:34:02 AM SDinca 1"=5' Scale: Rotation: 270°

M T

M E

A D

O W

S D

R/W

T e m p c o n s t.

e a s e inlet

Adjust curb

Match extg.

extg.

Match panel

Transition panel

Transition p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g

In te n d e d c r o s s in g plans for details)

(See pavement marking

Intended crossing

20' R.

curb

Match extg.

Sawcut T e m p co n st e a se

Temp. const. ease.

R R

RR1

FEET

5 2.5 5

PLAN SCALE 1"=5'

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10' extg.

Match private path

Match extg.

"M" LINE

1.9'

1.1%

5.5' 0.5%

4.0'

7.5%

5.5' 1.1%

5.5'

1.5%

5.5'

1.5%

4.0'

10.3%

7.9'

9.2'

4 5

12 13

(At gutter line)

Control alignment "CR08"

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

"CR08" LINE

0+60

0+70 0+800+50

1788 1788

0+90 1+00

Profile grade

Extg. ground

-0.77% -1.49%

-1.55% -1.40%

-4.06%

24 N/A

N/A

FL=1788.46

FL=1788.89

FL=1788.97

FL=1789.20

FL=1789.30

FL=1789.38

"CR08" 0+78.90

"CR08" 0+64.38

"CR08" 0+95.23

"CR08" 0+87.33

"CR08" 0+86.07

"CR08" 0+77.08

"CR08" 0+78.35

"CR08" 0+65.34

"CR08" 0+78.46

"CR08" 0+67.53

"CR08" 0+63.39

"CR08" 0+56.24

"CR08" 0+55.51

"CR08" 0+52.05

"CR08" 0+55.10

"CR08" 0+47.02

"CR08" 0+47.01

"CR08" 0+95.23

"CR08" 0+84.63

"CR08" 0+78.92

"CR08" 0+64.32

"CR08" 0+57.41

"CR08" 0+47.00

1.07' Rt.

1.10' Rt.

11.58' Rt.

6.71' Rt.

12.02' Rt.

6.67' Rt.

12.77' Rt.

7.30' Rt.

15.03' Rt.

12.70' Rt.

18.24' Rt.

14.40' Rt.

12.49' Rt.

11.53' Rt.

6.54' Rt.

10.71' Rt.

5.81' Rt.

0.00' Rt.

SW=1788.92

SW=1789.22

SW=1789.35

SW=1789.33

SW=1789.45

SW=1789.37

SW=1789.53

SW=1789.45

SW=1789.68

SW=1790.06

SW=1789.76

SW=1790.21

SW=1789.80

SW=1789.78

SW=1789.80

SW=1789.77

SW=1789.84

SW=1789.80

TFC=1788.96

TFC=1789.39

TFC=1789.47

TFC=1789.70

TFC=1789.80

TFC=1789.88

4.9'

0.8%

6.3' 7.5%

6.3' 7.3%

R R

0.4%

1.3%

5.7'

1.4%

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

5. Construct concrete joints as shown on plans, or as directed by Engineer.

4. All work is within existing right-of-way or perm. sidewalk ease.

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC09

N. MOUNTAIN AVE.

0052-80159_dt_18.dgn :: Default 7/31/2025 11:38:04 AM SDinca 1"=5' Scale: Rotation: 270°

M T

M E

A D

O W

S D

R/W

Temp. const. ease.

panel

Transition panel

Transition extg.

Match curb

Match extg.

curb

Match extg.

p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g

In te n d e d c r o s s in g plans for details)

(See pavement marking

Intended crossing

20' R.

Sawcut power pole

Protect extg.

R R

RR3

R R

RR2

FEET

5 2.5 5

PLAN SCALE 1"=5'

Curb Ramp Table.

See sht. BC09A for

NOTE:

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10'

5.5'

1.5%

3.0'

7.3%

5.5'

1.5%

2.0'

4.0%

5.5'

1.5%

3.0'

7.3%

5.5'

1.5%

5.5'

1.5%

14.0'

2.7%

14.0'

2.7%

11 12

0"M" LINE

(At gutter line)

Control alignment "CR09"

E = 0"

"CR09" LINE

0+60

0+70 0+800+50

1788 1788

0+90 1+00 1+10

Profile grade

Extg. ground

0.36% -1.40% -2.63%

-1.40%

-3.92%

8 1 .6

1787 1787

1790 1790

10.6' 2.9%

4.6'

1.7%

5.8' 5.5%

4.9'

1.4%

3.8'

1.9%

7.5' R.

E=0"

Perm. ease.

%7 .2

5.7'

1.4%

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

5. Construct concrete joints as shown on plans, or as directed by Engineer.

4. All work is within existing right-of-way or perm. sidewalk ease.

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

0052-80159_dt_18A.dgn :: Default 7/31/2025 11:38:58 AM SDinca 1"=5' Scale: Rotation: 270°

BC09A

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

25 "CR09" 0+89.25

"CR09" 1+15.80

"CR09" 1+15.83

"CR09" 1+08.84

"CR09" 1+07.75

"CR09" 0+89.25

"CR09" 0+69.69

"CR09" 0+80.56

"CR09" 0+76.65

"CR09" 0+71.54

"CR09" 0+65.84

"CR09" 0+65.77

"CR09" 0+63.82

"CR09" 0+53.66

"CR09" 0+54.66

"CR09" 0+48.79

"CR09" 1+11.21

"CR09" 0+89.25

"CR09" 0+83.51

"CR09" 0+70.36

"CR09" 0+63.79

"CR09" 0+47.00

1.26' Lt.

0.58' Lt.

4.70' Lt.

9.42' Lt.

4.32' Lt.

16.42' Lt.

10.92' Lt.

8.42' Lt.

13.78' Lt.

7.35' Lt.

5.88' Lt.

2.15' Lt.

5.12' Lt.

11.16' Lt.

5.39' Lt.

10.04' Lt.

4.73' Lt.

8.87' Lt.

5.09' Lt.

0.00' Lt.

N/A

FL=1787.69

FL=1788.55

FL=1788.63

FL=1788.98

FL=1789.07

FL=1789.33

SW=1788.57

TFC=1788.08

SW=1788.25

SW=1788.56

SW=1788.48

SW=1788.94

SW=1788.86

SW=1788.84

SW=1789.02

SW=1788.92

SW=1789.14

SW=1789.06

SW=1789.14

SW=1789.24

SW=1789.16

SW=1789.73

SW=1789.65

SW=1789.81

SW=1789.74

TFC=1788.16

TFC=1789.05

TFC=1789.13

TFC=1789.48

TFC=1789.57

TFC=1789.83

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

-6.99%

-4.11%

-7.91%

-1.41% -3.96%

BC10

N. MOUNTAIN AVE.

0052-80159_dt_19.dgn :: Default 7/31/2025 11:44:06 AM SDinca 1"=5' Scale: Rotation: 270°

M T

M E

A D

O W

S D

R/W

W extg.

Match curb

Match extg.

panel

Transition panel

Transition curb

Match extg.

p la n s f o r d e ta il s

(S e e p a v e m e n t m a r k in g

In te n d e d c r o s s in g plans for details)

(See pavement marking

Intended crossing

20.5' R.

.5 extg. illumination pole

Preserve and protect

Sawcut private path

Match extg.

FEET

5 2.5 5

PLAN SCALE 1"=5'

RR3

RR2

R R extg.

Match

4.5'

1.3% 5 .0

5.0'0.8%

5.0'

1.5%

6.3'

6.5%

6.5'

7.0% 18.0'

DE 10.3%

5.4'

1.6%

6.1'

4.1%

3.9'

2.0%

0"M" LINE

(At gutter line)

Control alignment "CR10"

D E .0

OFFSETRAMP POINT STATION

ELEVATION

TFC/SW

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

N/A

FL=1788.93

FL=1789.20

FL=1789.30

FL=1790.80

FL=1791.05

FL=1792.75

SW=1789.66

SW=1789.58

SW=1789.71

SW=1789.64

SW=1789.53

SW=1789.46

SW=1789.59

SW=1789.55

SW=1791.04

SW=1790.99

SW=1791.10

SW=1791.07

SW=1792.99

SW=1792.92

SW=1793.41

SW=1793.38

TFC=1788.43

TFC=1789.70

TFC=1789.80

TFC=1791.30

TFC=1791.55

TFC=1793.25

"CR10" 1+15.75

"CR10" 1+12.75

"CR10" 1+03.49

"CR10" 0+95.41

"CR10" 0+77.45

"CR10" 0+71.36

"CR10" 0+53.36

"CR10" 0+47.00

"CR10" 1+20.53

"CR10" 1+00.09

"CR10" 0+92.01

"CR10" 0+81.04

"CR10" 0+73.36

"CR10" 0+47.00

9.16' Lt.

5.22' Lt.

9.08' Lt.

4.08' Lt.

9.08' Lt.

4.08' Lt.

9.08' Lt.

4.08' Lt.

9.08' Lt.

4.08' Lt.

9.08' Lt.

4.08' Lt.

9.08' Lt.

4.08' Lt.

9.20' Lt.

5.27' Lt.

0.00' Lt.

3.5'7.2% hydrant

Protect extg.

R R

3.5'

7.4%

5.0'

1.4%

RR1

PROFILE AT GUTTER

"CR10" LINE

0+60 0+70 0+80 0+900+50

17931793

1+00 1+10

Extg. ground

Vert. scale: 1"=2'

Horiz. scale: 1"=10'

Profile grade

1788 1788

D E .5

E=0"

8. E=6" unless otherwise shown.

7. See sheet A02 for RRFB and illumination.

6. See sheet A02 for signing and striping.

5. Construct concrete joints as shown on plans, or as directed by Engineer.

4. All work is within existing right-of-way or perm. sidewalk ease.

3. See std. dwgs. for details not shown.

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES:

E=0"

18.0'

DE 10.5%

E OF

O N

I E

OREGON

R G I

DPR E

A L

N G N E R

102003PE

EXPIRES:

RCH 14,

U S

IN JOSEPH

ZAV

A L

06/30/26

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

CITY OF ASHLAND

I-5 TO E. MAIN (PHASE 1)

N. MOUNTAIN AVE OVERLAY

F O

T N

MTRAPED

O G

E R

ATROPS

N A

R T

CURB RAMP DETAILS

Jaime Jordan

Matthew Phillips

Austin Zavala

Serban Dinca

BC11

N. MOUNTAIN AVE.

0052-80159_dt_20.dgn :: Default 8/20/2025 10:42:41 AM SDinca 1"=5' Scale: Rotation: 270° extg.

Match curb

Match extg.

R/W R/W panel

Transition curb

Match extg.

FEET

5 2.5 5

PLAN SCALE 1"=5'

PROFILE AT GUTTER

Vert. scale: 1"=2'

Horiz. scale: 1"=10'

12.9'

1.0%

9.0'

0.7%

9.0'

0.7%

10 12 14

11 13

3 4

M for details) marking plans

(See pavement

Intended crossing

"M" LINE

7.25' R.

11.75' R.

2' R.

extg.

Match

7.25' R.

6.66' R.

"CR11" LINE

0+60

0+70 0+80 0+900+50

1787 1787

1784 1784

1+00

Profile grade

Extg. ground

-0.49% 3.24%

-0.66% -0.66%

-1.35%

10' V.C.

7' V.C.

10' V.C.

1+10

SECTION A-A

Weed control geotextile extg. sign

Preserve and protect extg. tree

Preserve and protect

Match extg. path

6.1'

1.5%

6.1'

0.8%

30' R.

Cu…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 3, 2025.