rd y l n d cineay lo dr old hw4 - city of tangent · k dr s c o n pl n l n b k ln o u rch rd ta t l...

OLD OAK DR

CAMAS

CO

NS

ER P

L

GA

RD

EN

LN

BLA

CK

BE

RR

Y LN

OLD

CH

UR

CH

RD

TAN

GE

NT

LP

CINEMA WAY

OLD

MIL

L R

DMALLARD

MC

FAR

LAN

D R

D

KOOSKA AVE

GRIFFITH DR

HW

Y 99

E

ROLLAND DR

OLD HWY 34

HWY 34

TANGENT DR

EAGLE RD

GLA

SS

DR

LOO

NEY

LN

TANGENT DR

HWY 34H

WY

99E

NORTH LAKE CREEK DR

MC

FAR

LAN

D R

D

HIN

CK

RD

BIRDFOOT DR

$0 2,0001,000

Feet

LEGENDTangent Urban Growth BoundaryTangent City LimitsTax LotsOutside UGB

PDX \\ROSA\PROJ\ODOT\389049\GIS\MAPFILES\FIGURE4_CITYLIMITSANDUGB.MXD EDIURBA 3/30/2010 15:41:24

FIGURE 4City Limits and UGBTangent Transportation System Plan UpdateTangent, Oregon

1:24,000Sources:Zoning - Linn County 2009Taxlots - Linn County 2009UGB - State of Oregon UGB Boundaries, Oregon Department of Transportation 1996City Limits - Linn County 2005

HWY

99E

HWY 34

HINC

K RD

OLD HWY 34

TANGENT DR

LOON

EY LN

TANG

ENT L

P

GLASS DR

MCFA

RLAN

D RD EA

GLE

RD

OLD OAK DR

NORTH LAKE CREEK DR

ROLLAND DR

BIRDFOOT DR

GRIFFITH DR

CINEMA WAY

MCFA

RLAN

D RD

TANGENT DR

BLAC

KBER

RY LN

HOOSKA AVEMALLARD AVE

OLD

CHUR

CH R

D

MEAD

OW W

OOD

ST

GARD

EN LN

MEAD

OWLA

RK LP CAMAS ST

CONS

ER P

L

LEGENDTangent Urban Growth BoundaryTax LotsTangent City LimitsOutside UGB

Land UseCOMMERCIALCOMMERCIAL/INDUSTRIALAgriculturalINDUSTRIALRESIDENTIAL

Figure 1AComprehensivePlan Map

0 2,0001,000 Feet

$Sources:Zoning - Linn County 2010Taxlots - Linn County 2011UGB- Linn County 2010City Limits - Linn County 2010

1:24,000Tangent Comprehensive PlanUpdateTangent, Oregon

OLD OAK DR

CAMAS

CONS

ER PL

GARD

EN LN

BLAC

KBER

RY LN

OLD

CHUR

CH R

D

TANG

ENT L

P

CINEMA WAY

OLD

MILL

RD

MALLARD

MCFA

RLAN

D RD

HOOSKA AVE

GRIFFITH DR

HWY 9

9E

ROLLAND DROLD HWY 34

HWY 34

TANGENT DR

EAGLE RD

GLAS

S DR

LOON

EY LN

TANGENT DR

HWY 34HW

Y 99E

NORTH LAKE CREEK DR

MCFA

RLAN

D RD

HINC

K RD

BIRDFOOT DR

$0 2,0001,000

Feet

LEGENDTangent Urban Growth Boundary

Tangent City Limits

Local RoadMinor ArterialMinor CollectorPrincipal ArterialRural Collector

PDX \\ROSA\PROJ\ODOT\389049\GIS\MAPFILES\FIGURE7_ODOTROADWAYFUNCTIONALCLASSIFI.MXD EDIURBA 3/30/2010 14:46:47

FIGURE 7ODOT Roadway Functional ClassificationsTangent Transportation System Plan UpdateTangent, Oregon1:24,000

Sources:UGB - State of Oregon UGB Boundaries, Oregon Department of Transportation 1996City Limits - Linn County 2005Roads - ODOT, Linn County 2008

1 2 3Peak Hour: 4:30-5:30 PM Peak Hour: 4:30-5:30 PM Peak Hour: 4:30-5:30 PM

Date: May 12, 2009 Date: May 13, 2009 Date: May 12, 2009Type: 2 Hour Count Type: 2 Hour Count Type: 16 Hour Count

3%14 546 10 573 9 40 141 525 3 7

7 4% 1 0%100 1

10 17 1050% 0 4% 8 7% 0

1 5 629 25 14 580 60 45 30 526 14% 1%



4%283 274 3 19 73 280 0 0 0 232 52 19

1 8% 0 0% 0 0%5 0 6

290 58 02% 0 3% 0 0% 0

36 33 230 2 16 9 201 0 0 0 188 61% 5% 4%



0 212 25 21 136 80 4% 900 3% 90 8%3 0 4

00% 0 2% ### 70

0 0 169 5 11 1 8 14 27 103%

Notes: Legend:1. Intersection map source: Microsoft Live Maps 555 Turning Movement Volume

HV% Percent Heavy Vehicles

Raw Count: 2009 Individual Intersection Peak Hour Volumes & Channelization

0%

6%

25%

Volume Diagram

FIGURE A.1 Tangent Integrated Land Use and Transportation Plan Update

17%

4% 3%

OR 99E at Birdfoot Dr OR 34 at McFarland Rd/Looney Ln Old OR 34 at Industrial Pkwy

4%

OR 99E at OR 34 WB Ramps

OR 99E at OR 34 EB Ramps OR 99E at Lake Creek Dr OR 99E at Tangent Dr

4%

OR 99E at McFarland Rd OR 99E at Old OR 34

5%

4%

EBL

EBTEBR

WBR

WBT

WBR

NBR NBR

SBR SBT SBR

SB HV %

NB HV %

WB HV %

EB HV% NBT

Stop Controlled Intersection

Signalized Intersection

Channelization

98

6

5

7

2

4

3

1

N

lweymout

Text Box

FIGURE 11

$0 2,0001,000

Feet

LEGENDTangent Urban Growth BoundaryTangent City LimitsTax Lots

Buildable Lands in the UGBNon Constrained and Vacant Buildable ParcelsMore than 50% Buildable50 % or Less BuildableNon-Buildable Parcels

PDX \\ROSA\PROJ\ODOT\389049\GIS\MAPFILES\FIGURE16_FUTURELANDUSEGROWTHAREAS.MXD EDIURBA 3/31/2010 11:01:42

FIGURE 16Future Land Use Growth AreasTangent Transportation System Plan UpdateTangent, Oregon

1:23,912

Sources:Taxlots - Linn County 2009UGB - State of Oregon UGB Boundaries, Oregon Department of Transportation 1996City Limits - Linn County 2005City of Tangent Buildable Lands Inventory 2009

1 2 3

V/C Ratio Std: 0.75/0.90 Growth Factor: 1.85 V/C Ratio Std: 0.75 Growth Factor: 1.85 V/C Ratio Std: 0.75 Growth Factor: 1.85

V/C Ratio: 0.50/0.21 V/C Ratio: 0.70 V/C Ratio: 0.73

PHF: 0.93 PHF: 0.90 PHF: 0.90

3% PHF: 0.85 PHF: 0.85

30 1190 30 1150 20 85 290 1110 10 20

20 4% 10 0%

200 15

30 40 215

0% 4% 20 7% 0

10 20 1245 60 30 1140 125 95 65 1060 10

PHF: 0.85 PHF: 0.85 4% PHF: 0.95 1%

PHF: 0.93 PHF: 0.90 PHF: 0.95

4 5 6

V/C Ratio Std: 0.75 Growth Factor: 1.85 V/C Ratio Std: 0.75/0.90 Growth Factor: 1.85 V/C Ratio Std: 0.75/0.85 Growth Factor: 1.85

V/C Ratio: 0.94 V/C Ratio: 0.29/0.41 V/C Ratio: 0.32/0.16

PHF: 0.93 PHF: 0.90 PHF: 0.90

PHF: 0.85 4% PHF: 0.92 PHF: 0.85

600 610 10 40 150 555 0 0 0 490 105 40

10 8% 0 2% 0 0%

20 0 20

Driveway

Driveway

605 125 0

2% 0 3% 0 0% 0

75 65 490 10 40 20 440 0 0 0 420 20

PHF: 0.95 1% PHF: 0.88 5% PHF: 0.85 4%

PHF: 0.90 PHF: 0.90 PHF: 0.90

7 8 9

V/C Ratio Std: 0.75/0.90 Growth Factor: 1.85 V/C Ratio Std: 0.70/0.80 Growth Factor: 1.44 V/C Ratio Std: 0.80/0.90 Growth Factor: 1.85

V/C Ratio: 0.26/0.15 V/C Ratio: 0.62/0.65 V/C Ratio: 0.11/0.14

PHF: 0.90 PHF: 0.85

PHF: 0.85 PHF: 0.95

0 450 60 50 220 25 PHF: 0.85

0 4% 1255 3% 245 8%

10 10 10

Driveway

0

0% 0 2% 1995 135

0 0 390 10 25 0 10 30 60 20

PHF: 0.85 3% PHF: 0.95 PHF: 0.85

PHF: 0.90 PHF: 0.85 PHF: 0.85

Notes: Legend:

1. "V/C Ratio Std" corresponds to the intersection's mobility standard 555 Turning Movement Volume

2. Mobility Standards are based on Oregon Highway Plan HV% Percent Heavy Vehicles

3. "V/C Ratio Std" is reported as major approach/side street approach values

4. A green box on the map represents an acceptable measured mobility

4. A red box on the map represents an unacceptable measured mobility

6. Truck Percentages calculated from raw counts

7. System Peak hour is 4:30-5:30 PM

8. All 30th Highest Hour volumes were seasonally adjusted

9. Intersection map source: Microsoft Live Maps

10. Synchro software version 7 used for analysis

0%



4%


2030 Future No-Build 30th Highest Hour Volumes: Balanced Volumes & Channelization

25%

Volume Diagram

FIGURE A.1 Tangent Integrated Land Use and Transportation Plan Update

17%

5%

4%

4% 3%

OR 99E at Birdfoot Dr OR 34 at McFarland Rd/Looney Ln Old OR 34 at Industrial Pkwy

6%

4%

EBL

EBT

EBR

WBR

WBT

WBR

NBR NBR

SBR SBT SBR

SB HV %

NB HV %

WB

HV %

EB

HV% NBT



Channelization

9

8

6

5

7

2

4

3

3

1

N

lweymout

Text Box

FIGURE 19A

1 2 3V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85 V/C Ratio Std: 0.75 Growth Factor: 1.85 V/C Ratio Std: 0.75 Growth Factor: 1.85


PHF: 0.93 PHF: 0.90 PHF: 0.903% PHF: 0.85 PHF: 0.85

30 1190 30 1150 20 85 510 1110 10 2020 4% 10 0%200 15

30 40 2400% 4% 20 7% 0

10 20 1245 280 55 1140 125 105 65 1060 10PHF: 0.85 PHF: 0.85 4% PHF: 0.95 1%

PHF: 0.93 PHF: 0.90 PHF: 0.95

5%

4%

4%

OR 99E at McFarland Rd OR 99E at Old OR 34 OR 99E at OR 34 WB Ramps

1

N

4 5 6V/C Ratio Std: 0.75 Growth Factor: 1.85 V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85 V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85


PHF: 0.93 PHF: 0.90 PHF: 0.90PHF: 0.85 4% PHF: 0.92 PHF: 0.85

600 620 10 40 185 555 0 0 0 490 105 4010 8% 0 2% 0 0%20 0 20

DrivewayDriveway

605 135 02% 0 3% 0 0% 0

100 75 490 10 40 20 440 0 0 0 420 20PHF: 0.95 1% PHF: 0.88 5% PHF: 0.85 4%

PHF: 0.90 PHF: 0.90 PHF: 0.90

7 8 9V/C R ti Std 0 75/0 80 G th F t 1 85 V/C R ti Std N/A G th F t N/A V/C R ti Std 0 75/0 80 G th F t 1 85

4% 3%

OR 99E at Birdfoot Dr


OR 34 at McFarland Rd/Looney Ln Old OR 34 at Industrial Pkwy

98

2

4

3

1

N

V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85 V/C Ratio Std: N/A Growth Factor: N/A V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85V/C Ratio: 0.26/0.15 V/C Ratio: N/A V/C Ratio: 0.11/0.14

PHF: 0.90PHF: 0.85 Approach Closed

0 450 60 50 Under Build Condition N/A PHF: 0.850 4% 1475 245 8%10 N/A 10

Driveway0

0% 0 2020 1350 0 390 10 N/A 30 60 20

PHF: 0.85 3% Under Build Condition PHF: 0.85PHF: 0.90 PHF: 0.85

Notes: Legend:1. "V/C Ratio Std" corresponds to the intersection's mobility standard 555 Turning Movement Volume2. Mobility Standards are based on Oregon Highway Plan HV% Percent Heavy Vehicles3. "V/C Ratio Std" is reported as major approach/side street approach values4 A green box on the map represents an acceptable measured mobility

Volume Diagram

17%

4%

Approach Closed 6%

WBR

WBTSBR SBT SBRSB HV % WB

HV %Channelization

98

6

5

7

2

4

3

1

N

4. A green box on the map represents an acceptable measured mobility4. A red box on the map represents an unacceptable measured mobility6. Truck Percentages calculated from raw counts7. System Peak hour is 4:30-5:30 PM 8. All 30th Highest Hour volumes were seasonally adjusted9. Intersection map source: Microsoft Live Maps10. Synchro software version 7 used for analysis

2030 Future Build 30th Highest Hour Volumes: Balanced Volumes & ChannelizationFIGURE A.3 Tangent Integrated Land Use and Transportation Plan Update EBL

EBTEBR

WBR

WBT

WBR

NBR NBR

SBR SBT SBR SB HV %

NB HV %

WB HV %

EB NBT



Channelization

98

6

5

7

2

4

3

1

N

Build Improved Channelization

Reroute Movement with Volume Increase

lweymout

Text Box

FIGURE 19B

1 2 3V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85 V/C Ratio Std: 0.75 Growth Factor: 1.85 V/C Ratio Std: 0.75 Growth Factor: 1.85


PHF: 0.93 PHF: 0.90 PHF: 0.903% PHF: 0.85 PHF: 0.85

30 1190 30 1150 20 85 510 1110 10 2020 4% 10 0%200 15

30 40 2400% 4% 20 7% 0

10 20 1245 280 55 1140 125 105 65 1060 10PHF: 0.85 PHF: 0.85 4% PHF: 0.95 1%

PHF: 0.93 PHF: 0.90 PHF: 0.95

5%

4%


4%


1

N

4 5 6V/C Ratio Std: 0.75 Growth Factor: 1.85 V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85 V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85


PHF: 0.93 PHF: 0.90 PHF: 0.90PHF: 0.85 4% PHF: 0.92 PHF: 0.85

600 620 10 40 185 555 0 0 0 490 105 4010 8% 0 2% 0 0%20 0 20

DrivewayDriveway

605 135 02% 0 3% 0 0% 0

100 75 490 10 40 20 440 0 0 0 420 20PHF: 0.95 1% PHF: 0.88 5% PHF: 0.85 4%

PHF: 0.90 PHF: 0.90 PHF: 0.90

7 8 9V/C R ti Std 0 75/0 80 G th F t 1 85 V/C R ti Std N/A G th F t N/A V/C R ti Std 0 75/0 80 G th F t 1 85

4% 3%

OR 99E at Birdfoot Dr


OR 34 at McFarland Rd/Looney Ln Old OR 34 at Industrial Pkwy

98

2

4

3

1

N

V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85 V/C Ratio Std: N/A Growth Factor: N/A V/C Ratio Std: 0.75/0.80 Growth Factor: 1.85V/C Ratio: 0.26/0.15 V/C Ratio: N/A V/C Ratio: 0.11/0.14

PHF: 0.90PHF: 0.85

0 450 60 50 N/A N/A PHF: 0.850 4% N/A 245 8%10 N/A 10

Driveway0

0% 0 N/A 1350 0 390 10 N/A N/A N/A 30 60 20

PHF: 0.85 3% PHF: 0.85PHF: 0.90 PHF: 0.85

Notes: Legend:1. "V/C Ratio Std" corresponds to the intersection's mobility standard 555 Turning Movement Volume2. Mobility Standards are based on Oregon Highway Plan HV% Percent Heavy Vehicles3. "V/C Ratio Std" is reported as major approach/side street approach values4 A green box on the map represents an acceptable measured mobility

6%

4%

Volume Diagram

17%

WBR

WBTSBR SBT SBRSB HV % WB

HV %Channelization

98

6

5

7

2

4

3

1

N

4. A green box on the map represents an acceptable measured mobility4. A red box on the map represents an unacceptable measured mobility6. Truck Percentages calculated from raw counts7. System Peak hour is 4:30-5:30 PM 8. All 30th Highest Hour volumes were seasonally adjusted9. Intersection map source: Microsoft Live Maps10. Synchro software version 7 used for analysis

2030 Future Build 30th Highest Hour Volumes: Balanced Volumes & ChannelizationFIGURE A.1 Tangent Integrated Land Use and Transportation Plan Update EBL

EBTEBR

WBR

WBT

WBR

NBR NBR

SBR SBT SBR SB HV %

NB HV %

WB HV %

EB HV% NBT



Channelization

98

6

5

7

2

4

3

1

N

lweymout

Text Box

FIGURE 19C

OLD OAK DR

CAMAS

CONS

ER PL

GARD

EN LN

BLAC

KBER

RY LN

OLD

CHUR

CH R

D

TANG

ENT L

P

CINEMA WAY

OLD

MILL

RD

MALLARD

MCFA

RLAN

D RD

HOOSKA AVE

GRIFFITH DR

HWY 9

9E


HWY 34

TANGENT DR

EAGLE RD

GLAS

S DR

LOON

EY LN

TANGENT DR

HWY 34HW

Y 99E

NORTH LAKE CREEK DR

MCFA

RLAN

D RD

HINC

K RD

BIRDFOOT DR

!(C2!(C1

!(D1

!(D2

!(A1

!(A2 !(B1!(B2

$0 2,0001,000

Feet

LEGENDExisting Bikeway (Bike Lane or Shoulder)Proposed Bike LaneProposed Bike/Ped Path ConnectionsProposed Conceptual Bike/Ped Path and Emergency Lane ConnectionsProposed Shared BikewayProposed Shoulder Bikeway

Tangent Urban Growth BoundaryTangent City LimitsTax Lots

PDX \\ROSA\PROJ\ODOT\389049\GIS\MAPFILES\FIGURE20_PROPOSEDBIKEWAYS.MXD EDIURBA 6/3/2010 16:38:15

FIGURE 20Proposed BikewaysTangent Transportation System Plan UpdateTangent, Oregon

1:24,000Sources:UGB - State of Oregon UGB Boundaries, Oregon Department of Transportation 1996City Limits - Linn County 2005Roads - ODOT, Linn County 2008

!(X1 !(X2!(X2!(X1

OLD OAK DR

CAMAS

CONS

ER PL

GARD

EN LN

BLAC

KBER

RY LN

OLD

CHUR

CH R

D

TANG

ENT L

P

CINEMA WAY

OLD

MILL

RD

MALLARD

MCFA

RLAN

D RD

HOOSKA AVE

GRIFFITH DR

HWY 9

9E


HWY 34

TANGENT DR

EAGLE RD

GLAS

S DR

LOON

EY LN

TANGENT DR

HWY 34HW

Y 99E

NORTH LAKE CREEK DR

MCFA

RLAN

D RD

HINC

K RD

BIRDFOOT DR

$0 2,0001,000

Feet

LEGENDExisting SidewalkProposed Sidewalk


PDX \\ROSA\PROJ\ODOT\389049\GIS\MAPFILES\FIGURE21_PROPOSEDSIDEWALKS.MXD EDIURBA 6/3/2010 12:51:25

FIGURE 21Proposed SidewalksTangent Transportation System Plan UpdateTangent, Oregon


OLD HWY 34HWY 34 RAMP

ROLLAND DR

GRIFFITH DR

CINEMA WAY

MCFA

RLAN

D RD

MCFA

RLAN

D RD

!(A2

!(A1

!(B1!(B2

!(C2!(C1

$0 500 1,000250

Feet

LEGENDProposed Conceptual Street Connection to Existing Roads

Tangent Urban Growth Boundary

PDX \\ROSA\PROJ\ODOT\389049\GIS\MAPFILES\FIGURE29A_PROPOSEDSTREETCONNECTIONS.MXD EDIURBA 6/3/2010 12:51:35

FIGURE 29AProposed Street ConnectionsTangent Transportation System Plan UpdateTangent, Oregon1:6,513Sources:

UGB - State of Oregon UGB Boundaries, Oregon Department of Transportation 1996City Limits - Linn County 2005Roads - ODOT, Linn County 2008

Note:Future street connections are conceptual and subject to adjustment in development proposals and approval by the city.

!(X1 !(X2

OLD OAK DR

BIRDFOOT DR QUAIL RUN

OLD

CH

UR

CH

RD

MEA

DO

W W

OO

D S

T

GA

RD

EN L

N

E

OAK LN

OLD

MIL

L R

D

BLA

CK

BER

RY L

N

TANGENT DR

CAMAS ST

SEQ

UO

IA S

T

HW

Y 99

E

WIL

DR

OSE

DR

ARROWHEAD WAY

UPR

R M

AIN

LIN

E

!(A1

!(A2 !(B2

!(B1

!(C3 !(C2 !(C4

!(C1

$0 500 1,000250

Feet

LEGENDProposed Conceptual Street Connection to Existing RoadsStreetTangent Urban Growth Boundary

PDX \\ROSA\PROJ\ODOT\389049\GIS\MAPFILES\FIGURE29C_PROPOSEDSTREETCONNECTIONS.MXD EDIURBA 6/3/2010 16:15:07

FIGURE 29CProposed Street ConnectionsTangent Transportation System Plan UpdateTangent, Oregon1:6,508Sources:

UGB - State of Oregon UGB Boundaries, Oregon Department of Transportation 1996City Limits - Linn County 2005Roads - ODOT, Linn County 2008

Note:Future street connections are conceptual and subject to adjustment in development proposals and approval by the city.

!(X1 !(X2

FIGURE 31C

Shared-Use Path Standard • Standard width is 3.0 m (10’) for a shared-use path • Minimum width is 2.4 m (8’) • High shared-use, 3.6 m (12’) width is recommended

Pavement Structure

Surface material for unpaved paths should be packed hard. Recycled asphaltic pavement grindings provide a suitable material, and they are inexpensive and easy to grade.

FIGURE 32A Shared-Use Path Design

Tangent Transportation System Plan Update

OLD OAK DR

CAMAS

CONS

ER PL

GARD

EN LN

BLAC

KBER

RY LN

OLD

CHUR

CH R

D

TANG

ENT L

P

CINEMA WAY

OLD

MILL

RD

MALLARD

MCFA

RLAN

D RD

HOOSKA AVE

GRIFFITH DR

HWY 9

9E


HWY 34

TANGENT DR

EAGLE RD

GLAS

S DR

LOON

EY LN

TANGENT DR

HWY 34HW

Y 99E

NORTH LAKE CREEK DR

MCFA

RLAN

D RD

HINC

K RD

BIRDFOOT DR

!(C2!(C1

!(D1

!(D2

!(A1

!(A2 !(B1!(B2

$0 2,0001,000

Feet

LEGENDExisting Bikeway (Bike Lane or Shoulder)Proposed Bike LaneProposed Bike/Ped Path ConnectionsProposed Conceptual Bike/Ped Path and Emergency Lane ConnectionsProposed Shared BikewayProposed Shoulder Bikeway


PDX \\ROSA\PROJ\ODOT\389049\GIS\MAPFILES\FIGURE33_PROPOSEDBIKEWAYS.MXD EDIURBA 6/3/2010 16:41:20

FIGURE 33Proposed BikewaysTangent Transportation System Plan UpdateTangent, Oregon


!(X1 !(X2!(X2!(X1

OLD OAK DR

CAMAS

CONS

ER PL

GARD

EN LN

BLAC

KBER

RY LN

OLD

CHUR

CH R

D

TANG

ENT L

P

CINEMA WAY

OLD

MILL

RD

MALLARD

MCFA

RLAN

D RD

HOOSKA AVE

GRIFFITH DR

HWY 9

9E


HWY 34

TANGENT DR

EAGLE RD

GLAS

S DR

LOON

EY LN

TANGENT DR

HWY 34HW

Y 99E

NORTH LAKE CREEK DR

MCFA

RLAN

D RD

HINC

K RD

BIRDFOOT DR

$0 2,0001,000

Feet

LEGENDExisting SidewalkNew Sidewalk


PDX \\ROSA\PROJ\ODOT\389049\GIS\MAPFILES\FIGURE34_PROPOSEDSIDEWALKS.MXD EDIURBA 6/3/2010 12:48:57

FIGURE 34Proposed SidewalksTangent Transportation System Plan UpdateTangent, Oregon


rd y l n d cineay lo dr old hw4 - city of tangent · k dr s c o n pl n l n b k ln o u rch rd ta t l...

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