Ashland St. Plans.pdf

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

WWW.DOWL.COM

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

A02

0052-80029_ts_02.dgn :: Default 11/18/2022 3:27:41 PM jbehling 1"=100' Scale: Rotation: 0°

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

SHEET NO. DESCRIPTION

INDEX OF SHEETS, CONT.

Curb Ramp Details

Typical Sections

Details

C08

C01 Thru

FA08

FA01 Thru Erosion And Sediment Control

Std. Dwg. Nos.

- Tables, Abrupt Edge And PCMS DetailsTM800

- Temporary BarricadesTM820

- Temporary Sign SupportsTM821

- Temporary Sign SupportsTM822

- Intersection Work Zone DetailsTM841

- Temporary Pedestrian Access RoutingTM844

Std. Dwg. Nos.

- Manhole Adjustment DetailCD360

General Construction

City Std. Dwg. Nos.

- Standard Cleanout For Sanitary MainsCD362

BA01, BA02

- Valve Box And Operator Extension AssemblyRD258

- CurbsRD700

- Accessible Route IslandsRD710

- Curb Line SidewalksRD720

- Sidewalk Joints And Transition PanelsRD722

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

- Sign Installation DetailsTM200

- Miscellaneous Sign Placement DetailsTM201

- Pavement Marking Standard Detail BlocksTM500

- Pavement Marking Standard Detail BlocksTM501

- Pavement Marking Standard Detail BlocksTM502

- Pavement Marking Standard Detail BlocksTM503

- 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

- Curb Ramp Components And LegendRD900

- Detectable Warning Surface Details RD902

- Detectable Warning Surface Placement For Curb RampsRD904

- Detectable Warning Surface Placement For Directional CurbsRD905

- Detectable Warning Surface Placement For Accessible Route RD906

- Detectable Warning Surface PlacementRD908

- Perpendicular Curb RampRD910

- Perpendicular Curb RampRD912

- Perpendicular Curb Ramp With ClosureRD913

- Perpendicular Curb Ramp Single RampRD916

- Parallel Curb RampRD920

- Parallel Curb Ramp Single RampRD922

- Combination Curb RampRD930

- Combination Curb RampRD932

- End of Walk Curb RampRD950

- End of Walk Curb RampRD952

- Unique Curb RampRD960

- Check Dams Type 2 And 6RD1006

- Durable & High Performance Pavement Markings Surface & Groove Installed Non-ProfiledTM521

EA11

EA01 Thru Traffic Control Details

- Flag Board Mounting DetailsTM204

- Temporary Pavement MarkingsTM810

- Multi-Lane Signalized Intersection DetailsTM843

- Non-Freeway Multi-Lane SectionsTM851

- Non-Freeway Multi-Lane SectionsTM852

LA01

LB04

LB01 Thru

LC01 Sign Details

MA01 Signal Legend

MC01 Signal Plan

ME01

MF01

Details

- Vehicle, Pedestrian Signal And Pushbutton Mounting Option DetailsTM457

- Pedestrian Signal Mount And Pedestrian Pushbutton DetailsTM467

BC13A

BC01 Thru

Sign & Post Data Table

MC02 Detector Plan

MD01 Flashing Beacon Plan

Flashing Beacon Plan

Flashing Beacon Plan

Signal PlanMB01

MB02 Detector Plan

MG01, MG02

- Conventional Roads Directional Sign Layout Street Name SignsTM223

- Pad-Mount Illumination Control CabinetTM302

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

- Vehicle Signal DetailsTM460

- Vehicle Signal Bracket Mount DetailsTM462

- Radar Mounting DetailsTM466

- Wire & Cable Installation And Color Code ChartsTM470

- 3 Second Gust Wind Speed MapTM671

- Sign AttachmentsTM676

- Sign MountsTM677

- Perforated Steel Square Tube (PSST) Sign Support InstallationTM681

- Perforated Steel Square Tube (PSST) Anchor FoundationTM687

- Perforated Steel Square Tube (PSST) Slip Base FoundationTM688

- Slip Base And Fixed Base Luminaire Supports General Details And Design CriteriaTM629

- Slip Base And Fixed Base Luminaire Supports Base Plate & Footing DetailsTM630

- Breakaway Sign & Luminaire Supports - Support Location GuidelinesTM635

- Fixed Base Luminaire Supports Base Plate & Footing DetailsTM631

- LRFD Ultimate Design Wind Speed MapTM672

- Street CutRD302

- Concrete Inlets Type G-1, G-2, G-2M & G-2MARD364

- Frames & Grates For Concrete InletsRD365

- Miscellaneous Drainage Structures Siphon Box, Inlet Cap & Inlet AdjustmentRD376

- Trench Backfill, Bedding, Pipe Zone And Multiple InstallationsRD300

- Concrete Inlet Base Type CG-3RD371

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

- Concrete Inlet Top, Option 2, Type CG-3RD373

- Fill Height Tables For Aluminum & Steel Corrugated PipeRD380

- Fill Height Tables For Circular Concrete PipeRD386

- Fill Height Tables For PVC PipeRD388

- Fill Height Table For Corrugated HDPE PipeRD390

- Fill Height Tables For Polypropylene PipeRD393

Sign & Post Data Table

Signing & Striping Plan

LC02, LC03

- Sediment Barrier Type 8RD1032

- Island Nose TreatmentsRD707

- Combination Curb RampRD936

BB03

BB01 Thru

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

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06/30/23 DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

BB02

CURB RAMP CURB AND GUTTER DETAIL

CURB POINT STATION

RAISED MEDIAN DATA TABLE

OFFSET

DESCRIPTION

TFC

TFC

TFC

5.92' Rt.

0.00' Rt.

5.93 Lt.

"A' 133+54.13

"A' 133+60.04

"A' 133+54.14

Contraction joint

(See note 2)

Curb running slope

(See note 1)

Counter slope

Gutter pad width

24"

Gutter line var. 2 .0 % -

7.5 %Ramp run slop e

1'

Protect extg. curb road section, see sht. BA02.

and 3. For reconstructed island between points 1

Remove extg. portion of

SawcutR = 6'

"A " 1

"A " 1

0052-80029_dt_02.dgn :: Default 12/12/2022 8:13:17 AM mgoldberg 1"=100' Scale: Rotation: 0°

RAISED MEDIAN DETAIL

W curb expansion joint

Sawcut and match at extg.

curb expansion joint

Sawcut and match at extg.

30"

Curb and gutter width cross slope

Extg. roadway

ASHLAND STREET

"A" LINE

F A

IT

H A

V E

(At top face of curb)

Control Alignment

Sawcut

6' max.

(For course depths, see sht. BA02)

ACP match 12"

Thkn. - 12"

Aggregate base

E = 6"

H = 16"

W = 6"

Std. curb

LEGEND

Bark mulch

Removal

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:

cross slope. Adjust sawcut width up to 6' maximum if needed.

3. Maximum ACP cross slope is +/-2% of the existing ACP

Match ramp running slope until maximum is reached.

combination style ramps is 4% (Positive or negative grade).

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

2a. Maximum curb running slope on parallel style ramps be measured perpendicular to the curb flow line.

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

1. Maximum counter slope is 5.0% (Positive or negative

NOTES:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

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MTRAPED

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06/30/23 DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

BB03

0052-80029_dt_03.dgn :: Default 12/15/2022 11:06:41 AM AZavala 1"=100' Scale: Rotation: 0°

Curb width as per plans, 6" typ.

RETAINING CURB DETAIL

Existing ground

" Radius8

Nom. comp. thkn. - 4"

Aggregate base

Nom. comp. thkn. - 8"

Aggregate base

Sl. 1:3

Sl. 1 :3

Nom. thkn. - 4"

PC conc. sidewalk

E=curb exposure, see curb ramp detail sheets

Section view

(0

T O

E

Batter 6:1

(For details, see sht. BB01)

Const. curb and gutter face of curb

Daylight pipe through

12" thkn. centered on pipe

Sidewalk/conc. encasementNom. comp. thkn. - 8"

Aggregate base

Curb top back of curb

Curb top face of curb

Curb flow line

12" thkn. centered on pipe

Sidewalk/conc. encasement

6.5'

(Match extg. pipe material)

3" - 6.5' @ 0.5% min.

Extg. downspout with coupling (incidental)

Connect to extg. downspout

SECTION

PLAN

DOWNSPOUT TO GUTTER DETAIL

wire fabric

Welded

W5 x W5

4 x 4 ~

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

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MTRAPED

N

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ATROPS

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WWW.DOWL.COM

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06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

J

F

(24"/4.5")

(2

.5

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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.

ASHLAND STREET

SISKIYO

U BO

ULEVARD

R/W

R/W panel

Transition

Sawcut curb

Match extg.

sidewalk

Match extg.

(At top face of curb)

Control alignment "CR01"

(S ee p av em en t m ar ki ng p la ns f or d et ai ls

In te nd ed c ro ss in g

(S e e p a v e m e n t m a rk in g p la n s fo r d e ta ils

In te n d e d c ro s s in g

Sidewalk

BC01

button pole

Pedestrian push

0052-80029_dt_10.dgn :: Default 12/15/2022 9:49:21 AM mgoldberg 1"=5' Scale: Rotation: 0° button

Remove extg. push

20'

20'

.9

5.9'

6.1'

6.9'

2.1%

0.5%

.1

.5

6.6%

.5

.0

0.6%

.1

.5

.5 ease.

Extg. utility

RR2

RR1

CS 4.0%

R=8'

.5

.5

.5

FEET

5 2.5 5

SCALE 1"=5'

(By others)

Relocate guy wire

R=6"

R=2.5' extg. tree

Protect push button pole

Pedestrian

R=6" (Typ.)

Rock mulch

Bark mulch

Rock mulch

E=0"

.5

E=0"

D E .1

7.1'

Match extg.

RR3

7.1' inlet

Adjust

.9

4.5

E=0"

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

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

4. See this sht. and shts. BB01 and BB02 for curb details.

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:

Ramp Number

E=0"

(By others)

Relocate guy wires flush with extg. manhole top

Construct standard curb

.5

.9

DE 12.7%

DE 8.9%

6.9%

R=6"

2.6%

R1

R#

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

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WWW.DOWL.COM

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EXPIRES:

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06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

0052-80029_dt_10A.dgn :: Default 11/2/2022 8:47:41 AM SDinca 1"=5' Scale: Rotation: 0°

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

BC01A

"CR01" 10+81.84

"A" 101+80.62

"CR01" 10+81.84

"A" 101+80.62

"CR01" 10+81.85

"A" 101+80.64

"CR01" 10+74.75

"A" 101+73.54

"CR01" 10+74.74

"A" 101+73.52

"CR01" 10+66.15

"A" 101+67.53

"CR01" 10+60.69

"A" 101+61.55

"CR01" 10+49.08

"A" 101+67.55

"CR01" 10+53.65

"A" 101+61.93

"CR01" 10+44.57

"A" 101+73.55

"CR01" 10+44.57

"A" 101+70.52

"CR01" 10+24.57

"A" 101+90.24

"CR01" 10+24.57

"A" 101+87.21

"CR01" 10+17.72

"A" 101+95.93

"CR01" 10+17.67

"A" 101+91.58

TFC = 2000.20

SW = 2000.57

SW = 2000.93

SW = 2001.56

SW = 2001.47

SW = 2001.50

TFC = 2001.37

SW = 2001.53

TFC = 2001.50

SW = 2001.59

SW = 2001.56

SW = 2002.96

SW = 2002.88

SW = 2003.14

TFC = 2002.97

FL = 1999.70

N/A

N/A

N/A

N/A

N/A

FL = 2001.37

N/A

FL = 2001.50

N/A

N/A

N/A

N/A

N/A

FL = 2002.47

0.00'

34.28' Rt.

2.50' Rt.

36.86' Rt.

8.39' Rt.

42.75' Rt.

8.50' Rt.

42.87' Rt.

2.50' Rt.

36.87' Rt.

5.04' Rt.

39.79' Rt.

0.00'

39.39' Rt.

4.44' Rt.

45.71' Rt.

0.00'

46.20' Rt.

8.50' Rt.

44.81' Rt.

3.50' Rt.

49.40' Rt.

8.50' Rt.

55.83' Rt.

3.50' Rt.

60.42' Rt.

8.46' Rt.

59.64' Rt.

0.00'

66.31' Rt.

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

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MTRAPED

N

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06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

J

J

CO

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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.

ASHLAND STREET

W A

L K

E R A

V E

N U

E

R/W

R

W

R/W

Sidewalk panel

Transition

BC02

panel

Transition curb

Match extg.

extg.

Match curb

Match extg.

extg.

Match

Sawcut

7.

6'

4.0'

.8

(At top face of curb)

Control alignment "CR02"

(S e e p a v e m e n t m a r k in g p la n s f o r d e ta il s

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

(See pavement marking plans for details)

Intended crossing button pole

Pedestrian push ease.

Perm. sidewalk

7'

5'

5'

6' 3.9'

2.8%

.4

.5

.5

.5

7.1%

1.4%

.8

.1

.3

.3

0.0%

.6

.3

2 3

1.4%

10.0%

1.

0% C

S .0

R R

RR3

R=20'

Adjust inlet

FEET

5 2.5 5

SCALE 1"=5'

bench

Relocate extg.

trees

Protect extg.

Extg. utility ease.

0052-80029_dt_11.dgn :: Default 12/15/2022 10:56:10 AM AZavala 1"=5' Scale: Rotation: 0° extg.

Match

C S .0

C S .0

.8

Rock mulch

.6

.2

.5

4.4'

4.3%

4.4'

6.1%

6.4'

3.1'

4.1'

1.5% 3.2'

2.5%

.0

.3

.6

.3

5'

.5 extg. signal pole base

Preserve and protect

E=0"

4.5 ' m in.

Ramp Number

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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:

Match extg.

E=10"

E=10" E=10" curb

Match extg.

.5 m in

E=6"

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

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MTRAPED

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06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

0052-80029_dt_11A.dgn :: Default 12/12/2022 8:40:02 AM mgoldberg 1"=5' Scale: Rotation: 0°

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

BC02A

"CR02" 10+86.13

"A" 110+14.94

"CR02" 10+81.85

"A" 110+14.20

"CR02" 10+75.54

"A" 110+14.18

"CR02" 10+73.68

"A" 110+04.01

"CR02" 10+63.29

"A" 110+02.05

"CR02" 10+49.52

"A" 109+98.88

"CR02" 10+52.80

"A" 110+00.06

"CR02" 10+68.47

"A" 110+07.07

"CR02" 10+67.58

"A" 110+08.29

"CR02" 10+58.90

"A" 110+04.34

"CR02" 10+49.52

"A" 109+98.86

"CR02" 10+43.52

"A" 109+92.86

"CR02" 10+43.52

"A" 109+92.85

"CR02" 10+86.14

"A" 110+19.51

"CR02" 10+76.77

"A" 110+18.88

"CR02" 10+65.74

"A" 110+13.54

"CR02" 10+60.75

"A" 110+09.59

"CR02" 10+53.49

"A" 110+02.81

"CR02" 10+49.52

"A" 109+98.83

"CR02" 10+43.52

"A" 109+92.83

4.50' Rt.

58.63' Rt.

5.17' Rt.

54.36' Rt.

4.50' Rt.

49.36' Rt.

14.99' Rt.

51.99' Rt.

15.65' Rt.

50.47' Rt.

16.55' Rt.

50.45' Rt.

14.99' Rt.

48.93' Rt.

10.33' Rt.

48.04' Rt.

8.39' Rt.

46.46' Rt.

8.39' Rt.

43.4' Rt.

8.58' Rt.

42.48' Rt.

8.51' Rt.

42.52' Rt.

5.16' Rt.

39.07' Rt.

0.00' Rt.

58.56' Rt.

0.00' Rt.

49.22' Rt.

0.00' Rt.

39.68' Rt.

0.00' Rt.

36.61' Rt.

0.00' Rt.

34.11' Rt.

0.00' Rt.

33.82' Rt.

0.00 Rt.

33.83' Rt.

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

FL = 1996.86

FL = 1996.45

FL = 1996.17

FL = 1996.10

FL = 1996.02

FL = 1995.96

FL = 1995.93

SW = 1997.46

SW = 1997.33

SW = 1997.26

SW = 1996.87

SW = 1996.83

SW = 1997.23

SW = 1996.80

SW = 1996.80

SW = 1996.77

SW = 1996.70

SW = 1996.72

SW = 1996.69

SW = 1996.60

TFC = 1997.35

TFC = 1997.20

TFC = 1996.19

TFC = 1996.12

TFC = 1996.60

TFC = 1996.60

TFC = 1996.00

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

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MTRAPED

N

O G

E R

O

N

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ATROPS

N A

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WWW.DOWL.COM

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06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

J

J

G

(2 .5

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

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.

ASHLAND STREET

W A

L K

E R A

V E

N U

E

Truncated dome detectable warning surface slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

R/W

R

W

Sidewalk

Extg. ease.

panel

Transition panel

Transition

10.

8' curb

Match extg.

extg.

Match business access

Match extg.

(At top face of curb)

Control alignment "CR03" curb

Match extg.

Sawcut

(See pavement marking plans for details)

Intended crossing

(S e e p a v e m e n t m a r k in g p la n s f o r d e ta il s

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

BC03

button pole

Pedestrian push

R=22'

7.6

R=10'

0052-80029_dt_12.dgn :: Default 12/6/2022 1:57:11 PM mgoldberg 1"=5' Scale: Rotation: 0°

Extg. utility ease.

Extg. utility ease.

wood power pole

Preserve and protect extg.

signal pole foundation

Preserve and protect extg.

ease.

Temp. const.

1. Design requires design exception for criteria "B1", "B3", "F1", and "J3".

GENERAL NOTE:

10'

10'

.8

.5

5.3'

1.1%

.0

.5

1.9%

0.2%

3.8

5.7%

9 11

C S 4 .0

R R

R /W

RR3

E=0"

.5

D E .1

D E 4.2'1.5%

.4

D E

1.3%

4.5'

.0

.8

.3

D E

.6

.3

.4

D

E

.9

.7 extg. inlet

Preserve and protect

FEET

5 2.5 5

SCALE 1"=5'

Asphalt sidewalk access

Business extg. stair

Protect extg.

Match extg. stair

Protect

E=0"

R=15'

R=10'

Ramp Number

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

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ATROPS

N A

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WWW.DOWL.COM

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06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

0052-80029_dt_12A.dgn :: Default 12/5/2022 4:17:18 PM mgoldberg 1"=5' Scale: Rotation: 0°

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

BC03A

"CR03" 10+89.49

"A" 110+83.36

"CR03" 10+89.49

"A" 110+83.39

"CR03" 10+78.39

"A" 110+73.27

"CR03" 10+79.39

"A" 110+73.29

"CR03" 10+68.30

"A" 110+66.01

"CR03" 10+68.29

"A" 110+63.18

"CR03" 10+61.83

"A" 110+62.75

"CR03" 10+61.82

"A" 110+58.85

"CR03" 10+55.62

"A" 110+61.16

"CR03" 10+55.61

"A" 110+56.32

"CR03" 10+50.23

"A" 110+60.85

"CR03" 10+50.19

"A" 110+55.61

6.29' Rt.

20.21' Rt.

0.00'

33.91' Rt.

5.97' Rt.

40.03' Rt.

0.00'

34.01' Rt.

4.60' Rt.

41.78' Rt.

0.00'

38.20' Rt.

4.70' Rt.

45.49' Rt.

0.00'

42.95' Rt.

5.08' Rt.

49.91' Rt.

0.00'

48.57' Rt.

5.31' Rt.

53.89' Rt.

0.00'

53.93' Rt.

N/A

FL = 1996.16

N/A

FL = 1996.18

N/A

FL = 1996.27

N/A

FL = 1996.34

N/A

FL = 1996.54

N/A

FL = 1996.71

SW = 1996.95

TFC = 1996.66

SW = 1996.76

TFC = 1996.68

SW = 1996.33

TFC = 1996.27

SW = 1996.40

TFC = 1996.34

SW = 1997.10

TFC = 1997.04

SW = 1997.30

TFC = 1997.24

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

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ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

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06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan PetroffSerban Dinca

(2 .5

J

J

G

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

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.

ASHLAND STREET

W A

L K

E R A

V E

N U

E

Truncated dome detectable warning surface

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

R

W

R/W

Sidewalk panel

Transition panel

Transition sidewalk

Match extg.

Sawcut curb

Match extg.

extg.

Match

.8

BC04

.5

.5

.5

5.9

.8

.1

0.5'

.5

(At top face of curb)

Control alignment "CR04"

(See pavement marking plans for details)

Intended crossing

(S e e p a v e m e n t m a r k in g p la n s f o r d e ta il s

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

Pedestrian push

R=20'

0052-80029_dt_13.dgn :: Default 12/12/2022 8:45:01 AM mgoldberg 1"=5' Scale: Rotation: 0°

Lawn seeding extg. tree

Preserve and protect

(By others)

Adjust extg. gas valve signal pole foundation

Preserve and protect extg.

Jaime Jordan

Stan Petroff

Z.T. Fucini

Serban Dinca

P e rm si d e w a lk e a se

12'

.2

0.5%

.8

%1 .5

.5

.5

.5

.5

.5

.4

1.7

Match extg. curb

R R

R R

C S 2 .0

.5

.5

.5

.8

0.3%7.6'

.5

.6

E=0"

.5

.5

.5

.5

.5

R R

E=0"

FEET

5 2.5 5

SCALE 1"=5'

Ramp Number

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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:

mulch

Rock mulch

Rock

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

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ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

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A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

0052-80029_dt_13A.dgn :: Default 6/10/2022 11:26:20 AM AZavala 1"=5' Scale: Rotation: 0°

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

BC04A

"CR04" 10+63.16

"A" 110+06.23

"CR04" 10+71.31

"A" 110+09.94

"CR04" 10+97.95

"A" 110+09.35

"CR04" 10+99.60

"A" 110+14.99

"CR04" 10+93.07

"A" 110+16.88

"CR04" 10+93.07

"A" 110+17.85

"CR04" 10+88.03

"A" 110+17.94

"CR04" 10+88.70

"A" 110+09.78

"CR04" 10+84.57

"A" 110+14.22

"CR04" 10+80.32

"A" 110+03.02

"CR04" 10+72.84

"A" 110+07.46

"CR04" 10+70.14

"A" 110+14.92

"CR04" 10+55.82

"A" 109+99.31

"CR04" 10+62.01

"A" 110+03.75

"CR04" 10+64.02

"A" 110+10.90

"CR04" 10+41.92

"A" 109+89.92

"CR04" 10+46.63

"A" 109+94.35

"CR04" 10+45.63

"A" 109+93.62

"CR04" 10+33.62

"A" 109.81.62

"CR04" 10+33.62

"A" 119+81.61

6.55' Lt.

45.38' Lt.

6.39' Lt.

49.44' Lt.

8.40' Lt.

72.38' Lt.

2.74' Lt.

74.14' Lt.

0.97' Lt.

67.63' Lt.

0.00'

67.65' Lt.

0.00'

62.61' Lt.

8.86' Lt.

63.81' Lt.

3.77' Lt.

59.09' Lt.

15.73' Lt.

56.42' Lt.

9.62' Lt.

51.70' Lt.

0.00'

45.32' Lt.

16.28' Lt.

52.36' Lt.

9.84' Lt.

47.64' Lt.

0.00'

40.73' Lt.

6.01' Lt.

42.06' Lt.

1.31' Lt.

37.35' Lt.

0.00'

36.04' Lt.

5.01' Lt.

41.07' Lt.

0.00'

36.06' Lt.

N/A

N/A

N/A

N/A

N/A

FL = 1992.47

FL = 1992.60

N/A

N/A

N/A

N/A

FL = 1993.63

N/A

N/A

FL = 1993.71

N/A

N/A

FL = 1993.88

N/A

FL = 1993.94

SW = 1993.99

SW = 1993.91

SW = 1992.84

SW = 1992.74

SW = 1992.97

TFC = 1992.97

TFC = 1993.10

SW = 1993.21

SW = 1993.12

SW = 1993.86

SW = 1993.77

SW = 1993.63

TFC = 1993.94

SW = 1993.85

TFC = 1993.71

SW = 1994.47

SW = 1994.38

TFC = 1994.38

SW = 1994.45

TFC = 1994.44

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

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N A

R T

WWW.DOWL.COM

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A J

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06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

(24"/4.5")

J

BC05

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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.

ASHLAND STREET

R A

Y L

A N

E

R

W

R/W

Sidewalk panel

Transition curb

Match extg.

curb

Match extg.

extg.

Match

Sawcut(See pavement marking plans for details)

Intended crossing

(At top face of curb)

Control alignment "CR05"

(S e e p a v e m e n t m a r k in g p la n s f o r d e ta il s

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

Area of excess sidewalk removal. See BC07

R=19'

(protect in place)

Extg. illumination pole

0052-80029_dt_14.dgn :: Default 12/6/2022 2:01:05 PM mgoldberg 1"=5' Scale: Rotation: 0° extg. sign

Preserve and protect extg. shrub

Preserve and protect extg. shrub

Preserve and protect extg. shrub

Preserve and protect extg. shrub

Preserve and protect replace with bark mulch

Remove extg. walk and button pole with RRFB

Pedestrian push replace with bark mulch

Remove extg. walk and

Adjust inlet

9'

9'

5'

5'

.5

.5

4.6' 9'

9'4.6' 14.5'

.5'

6.1%

6.1%

1.5%

5'

5'

1.5%

.5

.5

.5

.5

.5

.5

7.5%

3.8% 2.8%

2.5%

7.5%2.8%3.8%

1.5

3 5 8

9 11

10 12

.8

6'

6.6'

C S 4 .0

C S .0

RR1

RR2

E=3"

C S .0

RR3

.4

E=0"

FEET

5 2.5 5

SCALE 1"=5'

Ramp Number

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

or as directed by Engineer.

6. Construct concrete joints as shown on plans,

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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=3"

R1

R2

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

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MTRAPED

N

O G

E R

O

N

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WWW.DOWL.COM

02 ,01 YRAU

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06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

0052-80029_dt_14A.dgn :: Default 6/10/2022 11:27:49 AM AZavala 1"=5' Scale: Rotation: 0°

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

BC05A

"CR05" 11+18.91

"A" 121+30.05

"CR05" 11+06.18

"A" 121+26.22

"CR05" 10+88.65

"A" 121+11.07

"CR05" 10+88.65

"A" 121+11.08

"CR05" 10+80.15

"A" 121+02.57

"CR05" 10+80.16

"A" 121+02.59

"CR05" 10+75.00

"A" 120+97.42

"CR05" 10+75.00

"A" 120+97.43

"CR05" 10+70.00

"A" 120+92.42

"CR05" 10+70.00

"A" 120+92.43

"CR05" 10+65.00

"A" 120+87.42

"CR05" 10+65.00

"A" 120+87.43

"CR05" 10+65.00

"A" 120+87.43

"CR05" 10+56.00

"A" 120+78.43

"CR05" 10+56.00

"A" 120+78.43

"CR05" 10+50.00

"A" 120+72.42

"CR05" 10+50.00

"A" 120+72.43

0.00'

54.81' Lt.

0.00'

42.92' Lt.

7.50' Lt.

42.87' Lt.

0.00'

35.37' Lt.

7.50' Lt.

42.85' Lt.

0.00'

35.35' Lt.

7.50' Lt.

42.84' Lt.

0.00'

35.34' Lt.

7.50' Lt.

42.84' Lt.

0.00'

35.34' Lt.

7.50' Lt.

42.83' Lt.

6.00' Lt.

41.33' Lt.

0.00'

35.33' Lt.

6.00' Lt.

41.31' Lt.

0.00'

35.31' Lt.

8.33' Lt.

43.64' Lt.

0.00'

35.30' Lt.

FL = 1992.00

FL = 1992.40

N/A

FL = 1992.66

N/A

FL = 1993.08

N/A

FL = 1993.21

N/A

FL = 1993.27

N/A

N/A

FL = 1993.33

N/A

FL = 1993.38

N/A

FL = 1993.43

TFC = 1992.50

TFC = 1992.90

SW = 1992.76

TFC = 1992.66

SW = 1993.43

TFC = 1993.33

SW = 1993.56

TFC = 1993.46

SW = 1993.37

TFC = 1993.27

SW = 1993.43

SW = 1993.41

TFC = 1993.33

SW = 1993.94

TFC = 1993.88

SW = 1994.20

TFC = 1993.93

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

N

A J

EXPIRES:

E S

E OF

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ROJ EEL

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MI

A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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.

ASHLAND STREET

N O

R M

A L A

V E

N U

E

R/W

R /W

BC06

Sidewalk panel

Transition panel

Transition extg.

Match curb

Match extg.

sidewalk

Match extg.

Sawcut

(At top face of curb)

Control alignment "CR06" 2

6.6'

.5

6.6'

.5

12.6'

5.5'

.9

.8

5.5'

.3

.3

4.5'

(See pavement marking plans for details)

Intended crossing

(S e e p a v e m e n t m a r k in g p la n s f o r d e ta il s

In te n d e d c r o s s in g R=20'

.0

R R s lo p e

Adjust inlet

Lawn seeding

10'

1.8%

.5

1.5%

.5

1.5%

.5

.5

.5

2.6%

2.3%

11 13

Match extg. curb pole extg. wood power

Preserve and protect

C S 2 .0

FEET

5 2.5 5

SCALE 1"=5'

RR3

Ramp Number

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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"

.6

.5

0052-80029_dt_15.dgn :: Default 12/12/2022 3:33:37 PM AZavala 1"=5' Scale: Rotation: 0°

.2

.5

.9

.1

1.8% 2.3%

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

N

A J

EXPIRES:

E S

E OF

S

O N

E

I E

OREGON

R G I

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DPR E

SI

A L

N

A

D

ROJ EEL

E

MI

A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

0052-80029_dt_15A.dgn :: Default 12/6/2022 2:17:10 PM mgoldberg 1"=5' Scale: Rotation: 0°

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

BC06A

"CR06" 10+90.45

"A" 124+65.56

"CR06" 10+90.44

"A" 124+65.53

"CR06" 10+83.80

"A" 124+58.93

"CR06" 10+83.80

"A" 124+58.91

"CR06" 10+70.51

"A" 124+49.35

"CR06" 10+70.51

"A" 124+46.16

"CR06" 10+61.92

"A" 124+45.07

"CR06" 10+61.92

"A" 124+40.03

"CR06" 10+48.34

"A" 124+41.75

"CR06" 10+48.34

"A" 124+36.77

"CR06" 10+45.06

"A" 124+36.80

"CR06" 10+40.07

"A" 124+41.81

"CR06" 10+40.07

"A" 124+36.84

4.95' Rt.

40.10' Rt.

0.00'

35.15' Rt.

5.00' Rt.

40.17' Rt.

0.00'

35.17' Rt.

5.00' Rt.

43.27' Rt.

0.00'

38.09' Rt.

5.00' Rt.

47.41' Rt.

0.00'

44.04' Rt.

5.00' Rt.

56.95' Rt.

0.00'

57.00' Rt.

0.00'

60.28' Rt.

4.99' Rt.

65.22' Rt.

0.00'

65.27' Rt.

N/A

FL = 1991.65

N/A

FL = 1991.60

N/A

FL = 1991.92

N/A

FL = 1992.01

N/A

FL = 1992.26

FL = 1992.44

N/A

FL = 1992.70

SW = 1992.32

TFC = 1992.15

SW = 1992.17

TFC = 1992.10

SW = 1991.99

TFC = 1991.92

SW = 1992.08

TFC = 1992.01

SW = 1992.83

TFC = 1992.76

TFC = 1992.94

SW = 1993.28

TFC = 1993.20

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

N

A J

EXPIRES:

E S

E OF

S

O N

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I E

OREGON

R G I

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DPR E

SI

A L

N

A

D

ROJ EEL

E

MI

A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

G

BC07

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

"CR07" 11+00.70

"A" 124+04.16

"CR07" 10+96.70

"A" 123+98.16

"CR07" 10+96.70

"A" 124+04.18

"CR07" 10+89.59

"A" 123+97.33

"CR07" 10+89.59

"A" 124+02.99

"CR07" 10+86.02

"A" 123+96.27

"CR07" 10+86.02

"A" 124+01.48

"CR07" 10+74.59

"A" 123+90.54

"CR07" 10+74.59

"A" 123+93.29

"CR07" 10+61.69

"A" 123+80.77

"CR07" 10+61.69

"A" 123+80.71

"CR07" 10+50.00

"A" 123+69.00

0.00'

59.11' Lt.

6.00' Lt.

55.08' Lt.

0.00'

55.11' Lt.

6.00' Lt.

50.17' Lt.

0.00'

48.14' Lt.

6.00' Lt.

47.91' Lt.

0.00'

44.90' Lt.

6.00' Lt.

42.47' Lt.

0.00'

37.13' Lt.

6.00' Lt.

40.94' Lt.

0.00'

34.94' Lt.

0.00'

35.02' Lt.

FL = 1988.65

N/A

FL = 1988.71

N/A

FL = 1989.06

N/A

FL = 1989.37

N/A

FL = 1989.49

N/A

FL = 1989.59

FL = 1989.61

TFC = 1989.15

SW = 1989.35

TFC = 1989.21

SW = 1989.35

TFC = 1989.31

SW = 1989.39

TFC = 1989.37

SW = 1989.57

TFC = 1989.49

SW = 1990.17

TFC = 1990.09

TFC = 1990.11

RR2

RR3

Match extg.

Match extg.

.5

11.6'

.0

10' 5 .5

12.9'

5.5'

5.5'

.4

.5

.5

.9

5.5'

5.5'

Sawcut

.5

6.0

4.7%

.5

1.5%

.5

.1

C S .0

.7

.5

.5

.8

E=0" retaining wall

Protect extg.

E=0"

R/W

R

W

R

W

R/W

P e r m . s id e w a lk e a s e

ASHLAND STREET

N O

R M

A L A

V E

N U

E

Slope paving

Adjust inlet panel

Transition panel

Transition

1.5%

1.5%

1.5%

.5

R=20'

(S e e p a v e m e n t m a r k in g p la n s f o r d e ta il s

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

(See pavement marking plans for details)

Intended crossing

FEET

5 2.5 5

SCALE 1"=5'

.4

Ramp Number

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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:

Durable grouted rock surfacing

11.8'

(At top face of curb)

Control alignment "CR07"

0052-80029_dt_16.dgn :: Default 12/20/2022 6:46:34 AM AZavala 1"=5' Scale: Rotation: 0°

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

N

A J

EXPIRES:

E S

E OF

S

O N

E

I E

OREGON

R G I

TE

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DPR E

SI

A L

N

A

D

ROJ EEL

E

MI

A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

BC08

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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.

ASHLAND STREET

P A

R K S

T R

E E T

R/W

R

W

Sidewalk curb

Match extg.

sidewalk

Match extg.

panel

Transition

2'

3' curb

Match extg.

Sawcut

(At top face of curb)

Control alignment "CR08"

.5

9.8'

5.5

.2

9.7'

5.5

7.7

.7

13.5'

.7

0052-80029_dt_17.dgn :: Default 12/15/2022 10:20:11 AM AZavala 1"=5' Scale: Rotation: 0°

(S e e p a v e m e n t m a r k in g p la n s f o r d e ta il s

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

R=25'

Slope paving

Adjust inlet

Perm . sidewalk ease.

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

5'

10'

4.0%

1.5

1.5

.8

7.5

.8

1.7%

4.0%

.7

.5

.5

.3

0.8

0.7%

6 9

C S .0

RR1

Slope paving

"CR08" 10+69.39

"A" 129+84.66

"CR08" 10+80.71

"A" 129+92.79

"CR08" 10+61.11

"A" 129+74.89

"CR08" 10+66.49

"A" 129+80.01

"CR08" 10+70.51

"A" 129+87.52

"CR08" 10+55.68

"A" 129+73.06

"CR08" 10+61.23

"A" 129+78.18

"CR08" 10+64.71

"A" 129+83.11

"CR08" 10+54.50

"A" 129+73.71

"CR08" 10+44.68

"A" 129+63.92

"CR08" 10+44.68

"A" 129+63.92

2.97' Rt.

45.67' Rt.

0.00'

53.01' Rt.

11.84' Rt.

49.52' Rt.

7.41' Rt.

47.50' Rt.

0.00'

44.35' Rt.

8.03' Rt.

44.87' Rt.

4.41' Rt.

42.85' Rt.

0.00'

40.60' Rt.

0.00'

36.81' Rt.

4.98' Rt.

41.39' Rt.

0.00'

36.40' Rt.

N/A

FL = 1989.04

N/A

N/A

FL = 1988.59

N/A

N/A

FL = 1988.54

FL = 1987.88

N/A

FL = 1988.27

SW = 1988.63

TFC = 1989.54

SW = 1989.08

SW = 1989.00

TFC = 1988.61

SW = 1989.01

SW = 1988.93

TFC = 1988.56

TFC = 1988.38

SW = 1988.94

TFC = 1988.27

7.5

.5

FEET

5 2.5 5

SCALE 1"=5'

Extg. utility ease.

Ramp Number

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

N

A J

EXPIRES:

E S

E OF

S

O N

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I E

OREGON

R G I

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A L

N

A

D

ROJ EEL

E

MI

A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

BC09

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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.

P A

R K S

T R

E E T

R/W

R

W

Sidewalk

ASHLAND STREET

sidewalk

Match extg.Match extg. curb panel

Transition

Sawcut

5.5'

.5

5.5'

.4

.9

.5

.4

7.1'

6.2'

(S e e p a v e m e n t m a r k in g p la n s f o r d e ta il s

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

0052-80029_dt_18.dgn :: Default 12/15/2022 11:11:11 AM AZavala 1"=5' Scale: Rotation: 0°

(At top face of curb)

Control alignment "CR09"

R=25' wood power pole

Preserve and protect extg.

Bark mulch extg. inlet

Preserve and protect

Match extg. curb

C S 2.0% ease.

Perm. sidewalk ease.

Temp. const.

.5

.2

.7

Match extg. curb

Match extg.1 .5

1.7%

1.5

.5

1.5%

.1

.0

3 4

R R

RR2

irrigation (By others)

Relocate extg. private irrigation (By others)

Relocate extg. private

DE 6.4%

FEET

5 2.5 5

SCALE 1"=5'

extg. tree

Protect extg. tree

Protect extg. tree

Protect

.4

Match extg. curb and "C1".

exception for criteria "B1"

1. Design requires design

GENERAL NOTE:

D E .3

.0

1.0%

E=17"

E=17"

E=9"

E=17"

Ramp Number

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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=3"

E=3" panel

Transition

.0

4.5'

1.5%

1.3%

0.2%

1.

9%

.4

D E

.3

.0

.3

4.2'

.0

E=9"

.0

.0

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

N

A J

EXPIRES:

E S

E OF

S

O N

E

I E

OREGON

R G I

TE

R

DPR E

SI

A L

N

A

D

ROJ EEL

E

MI

A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

0052-80029_dt_18A.dgn :: Default 12/15/2022 10:24:17 AM mgoldberg 1"=5' Scale: Rotation: 0°

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

BC09A

N/A

FL = 1987.89

N/A

FL = 1987.99

N/A

FL = 1988.31

N/A

FL = 1988.38

N/A

FL = 1989.50

N/A

FL = 1989.74

N/A

FL = 1990.07

SW = 1988.56

TFC = 1988.44

SW = 1988.57

TFC = 1988.49

SW = 1988.39

TFC = 1988.31

SW = 1988.46

TFC = 1988.38

SW = 1989.83

TFC = 1989.75

SW = 1990.05

TFC = 1989.99

SW = 1990.49

TFC = 1990.22

"CR09" 10+91.86

"A" 130+55.64

"CR09" 10+91.86

"A" 130+55.62

"CR09" 10+84.67

"A" 130+49.58

"CR09" 10+84.67

"A" 130+48.46

"CR09" 10+71.51

"A" 130+40.67

"CR09" 10+71.51

"A" 130+36.75

"CR09" 10+64.93

"A" 130+37.36

"CR09" 10+64.93

"A" 130+32.39

"CR09" 10+48.18

"A" 130+34.10

"CR09" 10+48.18

"A" 130+28.10

"CR09" 10+42.18

"A" 130+33.12

"CR09" 10+42.18

"A" 130+28.12

"CR09" 10+36.18

"A" 130+32.86

"CR09" 10+36.18

"A" 130+28.13

4.87' Rt.

40.97' Rt.

0.00

36.10' Rt.

6.00' Rt.

42.44' Rt.

0.00'

36.54' Rt.

6.00' Rt.

46.74' Rt.

0.00'

42.20' Rt.

6.00' Rt.

50.46' Rt.

0.00'

47.10' Rt.

6.00' Rt.

62.97' Rt.

0.00'

62.99' Rt.

5.00' Rt.

68.98' Rt.

0.00'

68.99' Rt.

4.73' Rt.

74.98' Rt.

0.00'

74.99' Rt.

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

N

A J

EXPIRES:

E S

E OF

S

O N

E

I E

OREGON

R G I

TE

R

DPR E

SI

A L

N

A

D

ROJ EEL

E

MI

A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

BC10

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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.

ASHLAND STREET

S H

A M

R O

C K L

A N

E

R/W

R

W Sidewalk panel

Transition curb

Match extg.

curb

Match extg.

Sawcut

(At top face of curb)

Control alignment "CR11"

R=24'

Bark mulch

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

"CR11" 10+95.65

"A" 132+13.92

"CR11" 10+95.65

"A" 132+13.94

"CR11" 10+90.65

"A" 132+08.92

"CR11" 10+90.65

"A" 132+08.94

"CR11" 10+82.65

"A" 132+00.92

"CR11" 10+82.65

"A" 132+00.94

"CR11" 10+65.30

"A" 131+85.04

"CR11" 10+47.29

"A" 131+76.82

6.00' Lt.

40.46' Lt.

0.00'

34.38' Lt.

6.00' Lt.

40.44' Lt.

0.00'

34.36' Lt.

6.00' Lt.

40.40' Lt.

0.00'

34.40' Lt.

0.00'

40.34' Lt.

0.00'

55.95' Lt.

N/A

FL = 1988.47

N/A

FL = 1988.40

N/A

FL = 1988.30

FL = 1988.00

FL = 1987.20

SW = 1989.05

TFC = 1988.97

SW = 1988.97

TFC = 1988.90

SW = 1988.38

TFC = 1988.30

TFC = 1988.50

TFC = 1987.70

extg.

Match

17.4'

10' 5' 7.3'

5'

.5

.5

.5

.5

.5

.5

.5

7.4% 1.5%

7.4% 1.5%3.8%

1.5%

0052-80029_dt_19.dgn :: Default 12/7/2022 1:36:53 PM mgoldberg 1"=5' Scale: Rotation: 0°

RR1

E=0"

C S .0

C S .0

.4

3.5%

.5

3.5% extg. fence

Protect and preserve 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

FEET

5 2.5 5

SCALE 1"=5'

Ramp Number

9. Curb height E=6" unless otherwise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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:

8.0'

8.0'

7.2'

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

N

A J

EXPIRES:

E S

E OF

S

O N

E

I E

OREGON

R G I

TE

R

DPR E

SI

A L

N

A

D

ROJ EEL

E

MI

A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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.

ASHLAND STREET

S H

A M

R O

C K L

A N

E

R/W

R

W

Sidewalk

Sawcut curb

Match extg.

curb

Match extg. (At top face of curb)

Control alignment "CR10" sidewalk

Match extg.

panel

Transition

BC11

R=24'

Lawn seeding

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

"CR11" 10+81.26

"A" 131+42.37

"CR11" 10+66.58

"A" 131+34.59

"CR11" 10+50.00

"A" 131+19.29

"CR11" 10+50.00

"A" 131+19.32

"CR11" 10+40.00

"A" 131+09.29

"CR11" 10+40.00

"A" 131+09.32

"CR11" 10+35.00

"A" 131+04.29

"CR11" 10+35.00

"A" 131+04.32

"CR11" 10+29.00

"A" 130+98.30

"CR11" 10+29.00

"A" 130+98.32

0.00'

51.96' Lt.

0.00'

39.79' Lt.

5.50' Lt.

39.71' Lt.

0.00'

34.21' Lt.

5.50' Lt.

39.66' Lt.

0.00'

34.16' Lt.

5.50' Lt.

39.64' Lt.

0.00'

34.14' Lt.

4.90' Lt.

39.00' Lt.

0.00'

34.10' Lt.

FL = 1986.61

FL = 1987.28

N/A

FL = 1987.36

N/A

FL = 1987.25

N/A

FL = 1987.17

N/A

FL = 1987.12

TFC = 1987.11

TFC = 1987.78

SW = 1987.43

TFC = 1987.36

SW = 1987.83

TFC = 1987.75

SW = 1987.75

TFC = 1987.67

SW = 1987.81

TFC = 1987.62

6'

.4

6.03'

5'

5' 10'

10'

16.

6'

15.3'

.7

0.8% 1.5%

.3

.5

.5

4.0%

3.9%

.5

1.0%

0.5

.5

4 6

3 5 7

0052-80029_dt_20.dgn :: Default 12/6/2022 2:50:31 PM mgoldberg 1"=5' Scale: Rotation: 0°

RR1

C S 2 .0

C S .0

E=0"

(S e e p a v e m e n t m a r k in g p la n s f o r d e ta il s

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

FEET

5 2.5 5

SCALE 1"=5'

Ramp Number

9. Curb height E=6" unless othewise noted.

8. See shts. MA01 through MG02 for signal sheets.

7. See shts. LA01 through LC02 for signing and striping sheets.

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

5. All work is within existing right-of-way.

4. See this sht. and shts. BB01 and BB02 for curb details.

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:

1.0% 1.5%

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

JACKSON COUNTY

SISKIYOU BLVD. TO FAITH AVE.

ASHLAND STREET OVERLAY

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

WWW.DOWL.COM

02 ,01 YRAU

N

A J

EXPIRES:

E S

E OF

S

O N

E

I E

OREGON

R G I

TE

R

DPR E

SI

A L

N

A

D

ROJ EEL

E

MI

A J

06/30/23 CURB RAMP DETAILS

Jaime Jordan

Stan Petroff

Austin Zavala

Serban Dinca

F

G

BC12

Truncated dome detectable warning surface

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5% max.

(Ramp length 15' max., measured along finished surface slope)

(Max. 8.3% finished surface slope)

Slope 7.5% max.

Marked or intended crossing location

Landscaping slope (For drainage) is considered level)

For the purposes of this application, a max. 2.0% finished surface 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

(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

0052-80029_dt_21.dgn :: Default 12/6/2022 2:52:50 PM mgoldberg 1"=5' Scale: Rotation: 0°

ASHLAND STREET

F A

IT

H A

V E

N U

E

R/W

R

W

R

W

OFFSET

RAMP POINT STATION

ELEVATION

TFC/SW

ELEVATION

FL

TFC - Top face of curb

SW - Sidewalk

FL - Flow line

R

W

Sawcut

RR1

extg.

Match

C S .0 extg.

Match

16.4'

6'

6'

.8

.9

.8

7.6'

13.2'

.4

.5

.5

5.5'

.5

0.9%

.5

.5

.5

5.7' 4.0%

4.0% panel

Transition

R=25' 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

FEET

5 2.5 5

SCALE 1"=5'

7.7'

"CR12" 10+73.90

"A" 134+15.74

"CR12" 10+67.28

"A" 134+09.74

"CR12" 10+58.98

"A" 134+04.24

"CR12" 10+64.28

"A" 134+09.74

"CR12" 10+57.91

"A" 134+04.24

"CR12" 10+94.25

"A" 134+26.89

"CR12" 10+85.47

"A" 134+25.35

"CR12" 10+78.55

A" 134+22.10

"CR12" 10+70.75

"A" 134+16.61

"CR12" 10+63.17

"A" 134+09.91

"CR12" 10+50.00

"A" 133+96.88

4.79' Rt.

45.32' Rt.

4.79' Rt.

45.32' Rt.

10.11' Rt.

45.33' Rt.

3.32' Rt.

39.82' Rt.

4.66' Rt.

39.83' Rt.

0.00'

60.00' Rt.

0.00'

51.40' Rt.

0.00'

45.32 Rt.

0.00'

39.82' Rt.

0.00'

36.35' Rt.

0.00'

35.03' Rt.

N/A

N/A

N/A

N/A

N/A

FL = 1997.37

FL = 1996.75

FL = 1996.56

FL = 1996.50

FL = 1996.19

FL = 1995.52

0.9%

5.5' curb

Match extg.

(At top face of curb)

Control alignment "CR12"

.6

0.35%

.7

2.62%

TFC = 1996.58

SW = 1996.82

SW = 1996.87

SW = 1996.74

SW = 1996.79

N/A

TFC = 1997.25

TFC = 1996.56

TFC = 1996.50

TFC = 1996.69

TFC = 1996.02

9. Curb height E=6" unless otherwise noted.

8. See shts.