GENERAL NOTES

1. All materials and workmanship shall be in accordance with Pima Association of Governments

(PAG) Standard Specifications and Details for Public Improvements, (latest edition), and UA Design & Specification Standards, except as modified in the contract documents and plans.

2. The Contractor shall comply with all applicable Occupational Safety and Health

Administration regulations.

3. The Contractor shall not damage natural growth within private property. All work shall be done within easements, roadways and alleys.

4. All stationing is along construction and survey control centerlines.

5. The Contractor shall verify location of all existing utilities prior to any construction.

Call AZ811 "Blue Stake" (1-800-782-5348) two (2) full working days prior to construction.

The plan location of utilities shown are approximate, based on available records and design blue stake markers. Neither the owner nor the Engineer can guarantee the accuracy or completeness of utilities shown. Existing utilities and other facilities have been located on the plans from field surveys, existing maps and other current plans within the area of this project. The Contractor shall coordinate with UA facilities management to determine the exact location and/or elevation of all existing utilities which pertain to and affect the construction of this project.

6. Facilities which are not specifically located with actual horizontal and vertical controls are located approximately and to the best available information.

7. All impacts to existing vegetation to be coordinated with UA PM and UA Landscape Architect.

8. Offsets and radii are measured to the face of curb at gutter line.

9. When matching existing pavement, curb or curb and gutter, the Contractor must verify existing elevations to ensure proper drainage and grades. Any discrepancies with the plans shall be immediately brought to the attention of the Engineer.

10. In all cases when matching existing pavement, the Contractor shall saw cut and tack the existing pavement prior to joining the new asphalt pavement.

11. Cross slopes, ramp slopes and landing dimensions for all new curb access ramps and sidewalk shall be installed per ADA guidelines and in accordance with the Americans with

The Contractor shall obtain all permits required by governmental agencies.

Existing overhead electric, telephone and cable TV utilities and underground electric, gas, TV and telephone installations are to be relocated by others, as necessary.

Traffic control shall conform to the requirements of the "Manual on Uniform Traffic

Control Devices", U.S. Department of Transportation, Federal Highway Administration

(latest addition), and the Special Provisions. A barricade plan must be submitted for approval no less than 48 hours prior to any work in public right-of-way.

All pavement markings shall be installed by the Contractor. Contact UA Parking &

Transportation and UA PM at 520-440-7131 within 48 hours to coordinate review of the striping layout prior to actual striping.

All signs shall be installed by the Contractor. Contact UA Parking & Transportation and UA PM at 520-440-7131 within 48 hours to coordinate review of the signing layout prior to installing signs foundations.

The Contractor shall maintain access to all driveways and mail boxes during construction and not restrict U.S. Postal deliveries, solid waste collection and/or access to adjacent properties, except as approved by the Engineer.

The Contractor shall be responsible for the care, maintenance, repair or replacement of existing improvements in the work area which have been removed or damaged during the course of construction. All repair, replacement or cleanup shall be done to the satisfaction of the owner.

21. Any House Connection Sewers (HCS) or Business Connection Sewers (BCS) lines encountered during construction shall be protected, repaired, or rerouted, as the situation dictates, per PCRWRD Standard Specifications and Details for Construction, Detail No. RWRD 400 and at no expense to the property owner or PCRWRD. HCS and

BCS lines are not owned or maintained by PCRWRD. Private Connection Sewers constructed prior to January 2006 are not required to be located and marked.

PROPOSED AC PAVEMENT LIMITS

PROPOSED CONC. LIMITS

PROPOSED DEMO LIMITS

12.

ground values.

Datum. Combined grid factor of 1.000119 was applied to grid values to obtain project first order stations, NAD 83 AZ State Plane Coordinate System - Central Zone

Horizontal Control: Project horizontal control is based upon published NGS

13.

(Combined COT/Pima County & NGS Horz. & Vert. Control)

Vertical Control: Project vertical datum is based on NAVD88

14.

15.

16.

17.

18.

19.

20.

GN01

SUP = SHARED USE PATH

C = FACE OF CURB

SW = SIDEWALK

Note: Refer to Roadway Plans for Control Point Tables

Disabilities Act (ADA), COT Standard Details and Plans.

LEGEND

CONTROL POINT DATA

GENERAL NOTES & LEGEND

N/A

Ramp CP= RAMP CONTROL POINT

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T E

S .d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

TWW AT TWW

25 25 25 U-2023-023

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.d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

TWW AT TWW

25 25 25 U-2023-023

Section No. 1

Pvmt. Structural

4" AB

Exist Subgrade

Total Thickness = 6"

PAVEMENT STRUCTURAL SECTION NO. 1

SECTIONS

TYPICAL SECTIONS & PAVEMENT STRUCTURAL

Exist Grade Match

Exist Curb

UA Maintenance Road/Shared Use Path

TYPICAL SECTIONS

UA MAINTENANCE RD/SHARED USE PATH (SUP)

Remove (Typ)

Sta 10+25 to Sta 10+80

Exist. Ground

Re-establish Landscape Rock

1%

Section No. 1

Pvmt. Structural

Exist Grade Match

Remove (Typ)

Exist AC

Remove (Typ)

Exist AC

Sta 11+00 to Sta 12+38

Section No. 1

Pvmt. Structural

Remove (Typ)

Exist AC

Sta 12+82 to Sta 19+24

Remove (Typ)

Exist Curb

2 2

1%

Exist Lava Rock Wall

Protect-in-Place

TYPICAL SECTION

OLIVE ROAD

X*

Sta 100+67 to Sta 102+77

2" PAG Mix No. 2

Type 2, H=6" (See Note)

Std Dtl 209 (Typ)

New Conc Curb

See Dtl C1

New SUP Conc Curb

Protect-in-Place

Exist Planter Wall

Remove (Typ) and AC Section Exist Sidewalk, Curb

Regrade Planter Ground

TY01

See Roadway Plans for Control Tables

Control (Staking) Point.

N/A

Sawcut

X

Remove (Typ)

Exist Concrete Ribbon, Curb

Type 2, H=6" (See Note)

Std Dtl 209 (Typ)

New Conc Curb

X

X

X

X

X

Type 2, H=6"

Std Dtl 209 (Typ)

New Conc Curb

X

14'-16' Sta 10+80 to Sta 11+00 Path Width Transition

16'-13' Sta 12+38 to Sta 12+82 Path Width Transition

See Dtl C2

New AC Berm

Section No. 2

Pvmt. Structural

6" AB

Exist Subgrade

Total Thickness = 8.5"

PAVEMENT STRUCTURAL SECTION NO. 2

Olive Road Widening/Pavement Replacement

2.5" PAG Mix No. 2

X* of Olive Road.

for New Curb along East side

Match Existing Roadway Elevation

Matches the Existing Conditions.

Contractor to verify Curb Reveal

Curb Reveal Note:

Construct the Pavement Section Grades As-Necessary to Re-Establish Roadside

14'

Use Path

Shared

Ma x2:

1 1%

Use Path

Shared

1%

16'

Use Path

Shared

1%

13'

Use Path

Shared

Use Path

Shared

1%

Varies

Planter

Std Dtl 200

8' Sidewalk

Exist Roadway

To Remain

Control Line

Survey

Olive Rd

Sta 10+25.20, 7' Rt to Sta 10+66.42, 7' Rt

Path Cst \

1%

1'

Path Cst \

Path Cst \

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D a t e

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\u s a z \d m s

\C O

T

R O

A D

W A

Y D

E T

A I L

S .d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

TWW AT TWW

25 25 25 U-2023-023

ROADWAY DETAILS

RD01

N/A

Location

1' 2'2'

Match Path Elev

Depressed Curb

Curb Cut

VerticalPath Curb

SUP

Path Curb

SUP

Bottom of Vertical Curb

Joint Filler (Typ)

½" Bituminous

5'

See Plan Sheet Control Table

DETAIL C3

VERTICAL CURB CUT DETAIL

X

1'

10"

4" Reveal

Class B Conc

R=1" (Typ.)

DETAIL C1

SHARED USE PATH CURB

DETAIL C2

AC BERM

Shared Use Path

South Edge of

3"

A.C. Mix No. 2

Finished Grade

Shared Use Path

Coordinated with the UA Project Manager

Along South Edge of Path.To be

Note: Maintain Exist Access Points

6"

Sta 12+82 to Sta 19+24

Install From Shared Use Path

G01

UA MAINTENANCE ROAD/SHARED USE PATH

GEOMETRIC PLAN

JAMES E. ROGERS WAY

2ND STREET

O L

IV

E

R O

A D

UA MAINTENANCE RD/SHARED USE PATH

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\u s a z \d m s

\C O

T

G E

O

.d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

TWW AT TWW

25 25 25 U-2023-023

Shared Use Path Cst \

See Roadway Plans for Control Olive Rd Cst \ are Best Fit Construction Centerlines.

UA Maintenance Road/Shared Use Path & Olive Road

General Note:

1"=20'

POE 19+23.92

E 997762.3602

N 450126.5511

POB 10+00.00

E 997057.5971

N 449871.3311

N

W

N E

N E

N89°13'24"E N89°25'28"E

CURVE DATA

N 450118.6302 PI Sta 12+62.16

E 997097.4821

T=23.77'

L=44.37'

R=50.00'

D=114°35'30"

Δ=50°50'47" Rt Main Curve

CURVE DATA

N 450055.9184 PI Sta 11+85.52

E 997047.8180

Ext=6.36' T=31.52' L=59.69' R=75.00' D=76°23'40" Δ=45°35'46" Rt Main Curve

CURVE DATA

N 449944.6607 PI Sta 10+73.42

E 997061.9108

Ext=0.32' T=6.95' L=13.86' R=75.00' D= 76° 23' 40" Δ= 10° 35' 15" Lt Main Curve

Standard : 33 Area : 0.10

1+

B

B

A

A

A

A

A

A

B

POB 10+00.00

PI 10+73.42PT 10+

80.33

PC 10+66.47

12+00

PC 11+54

.00

PI 11+85.52

PT 12+13.68

PC 12+38.39

P I 12

.16

P T

.7

P I

.6

11+00

UA MAINTENANCE ROAD/SHARED USE PATH

ROADWAY PLAN

1 P01 OF P03

F il e n a m e

T im e P lo tt e d

F il e n a m e

T im e P lo tt e d

F il e n a m e

T im e P lo tt e d

F il e n a m e

T im e P lo tt e d

D a t e P l o t t e d

P L

O T

T E

D B

Y www.aecom.com PLAN NO.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

20DEC 20DEC 20DECUCSONT 25 25 25 U-2023-023

AECOM USA, Inc. NA,U

IZO .S

TRANSPORTATION

A

R A igned

DRWN. BY CHKD. BY APPR. BY SCALE:CITY OF TWW AT TWW 1"=20'

S /1 t e a

D 5WOLFR

E L

THOMAS W.

G I

I

S IV

54085T E

C(

R E R

OF

C

E .E E

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R N

OD NTI

FICATE

R N

P

I G

O

FE L

EDated: DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISIONDated:

SSIONA

Record Document

REVISIONNO. DATE BY CHKD. APPR.

Record Document

5 7

Do Not Disturb

Exist Dorm Access

1 SUP

2 RAMP CP

3 C

4 SW

6 Ramp CP

7 C

8 C

10+12.74, 0.00 RT

10+19.74, 8.65 LT

10+14.08, 30.10 LT

10+21.57, 28.29 LT

10+20.97, 8.81 Rt

10+28.13, 7.00 RT

10+66.42, 7.00 RT

5 C 10+13.12, 24.43' LT

10+00

10+25

10+50

10+75

11+00

11+50

11+75

12+00

12+25

11+25

12+75

13+00

13+25

13+50

12+50

14+00

14+25

14+50

14+75

13+75

15+00

Exist.

9 C

10 C

11 C

12+82.77, 6.50 LT

14+76.31, 6.50 LT

14+82.23, 6.50 LT

15+25

15+50

IMPROVEMENTS

BEGIN PATH

Std Dtl 200 (Typ)

New Conc Sidewalk

Exst SWG 2" PE

Exst SWG 1" PE

Exst SWG 4" PE

Exst SWG 1" PE

Exst SWG 4" PE

Exst TW Fire Hydrant

Exist Olive Tree

& FH Connection Exst TW 6" Water Main and Connection Exst TW FH

Remove 15 LF

Remove 9 SY

Remove 33 LF

Remove 34 SY

Protect in Place, See Conduit Note

Do Not Disturb

To Remain To Remain

Do Not Disturb

Protect in Place

Protect in Place

Protect in Place

(Work is separate from the contract) with the contractor on access and schedule needs.

be disturbed. The UA Project Manager will coordinate Emergency Phone during construction as the area will UA Safety Team may make modifications to the Blue Light to install a new conduit crossing the shared use path.

Contractor shall coordinate with the UA Project Manager Conduit Note:

Exist Lava Rock Wall

Exist Curb & Concrete

UA Maintenance Parking

Exist Ped Access

Exist Carob Tree and Palm

Exist Arbor Vitae

Dumpster Conc Apron Exist Landscape

& Concrete Sidewalk Exist Curb

& Conc Apron

Exist Dumpster

Protect in Place

After Ramp Construction Re-establish Landscape Area Protect in Place

Protect in Place

Protect in Place

Protect in Place

Protect in Place

Protect in Place

Protect in Place

Protect in Place

Remove 165 LF

Remove 298 LF

Exist Curb

Exist Curb

Remove 810 SY

Exist Pvmt

Sawcut

14'

See Detail C1

New Path Curb

Std Dtl 209, Type 2

New Conc Vertical Curb

See Detail C2

New AC Berm

COT Dtl 207

Access Ramp

New Curb

E

W

W W E COT Dtl 207

New Curb Access Ramp

W PN 073-1975

B

R=15'

G-46

-3

B

M H

R=15'

E

E

W E

TSE

W

A

T

A

CONTROL TABLE

CONTROL TABLE

GILA HALL

11+0

E& Blue Light Emergency Phone

Exist Utility Tunnel

G

P N

A

W W W

4"

P A

R K

A V

E N

U E

E

16'

12+00

Station and Offset ElevationType

Station

Base Elevation = 2400.00

@ Cst \

SUP FG Elev.

Curb Elev.

FG @ Face of

26.05

Match Exist

27.66

26.20

26.31

25.86

26.13

28.29

27.52

27.88

26.94

29.92

29.28

29.88

Match Exist

Match Exist

Protect in Place all Existing Features South of Proposed Shared-Use Path

AShared Use Path Cst \

A

A

UA MAINT RD/SUP

4"

E

4"

C

I

W

W

WW WPN 198-1998

Planter Area

WPN 198-1998

5499-02

MH#

and Drainage Pipe

Remove Exist Sidewalk 9 SY

Std Dtl 200 (Typ)

New Conc Sidewalk 6408-01

MH# 2546-01

MH#G-2009-056

G-2009-056 G-2009-056

Exist Trees & Irrigation Protect in Place See Typical Sections

2ND STREET

JAMES E. ROGERS WAY

I-

E

E

P N

E

G

WW 4" 4"

4"

E

M A

T C

H

L

IN

E

S E

E

S

H E

E T

P

28.58

29.24

29.30

29.19

28.92

29.32

29.69

29.43

29.49

29.37

29.75

30.40

29.93

30.19

29.83

29.30

29.36

29.42

29.62

29.68

29.76

29.86

29.12

30.33

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

30.85

30.64 30.57

30.78 and Connection Exst TW FH

Protect in Place

Protect in Place

Protect in Place

Protect in Place

To be Removed by the UA.

Exist Path Light

Exist Utility Vault Manhole Frame and Cover

Existing Tree

& Path Light

Exist Utility Vault

4A

4B

4C

1A C

2 C

3 C

5 C

6 C 18+40.66, 6.50 LT

16+11.56, 6.50 LT

16+16.69, 16.88 LT

16+35.54, 16.51 LT

18+29.24, 6.50 LT

7A C 19+18.76, 6.50 LT

7B C 19+23.76, 11.47 LT

C

C

16+35.49, 11.45 LT

16+40.49, 6.50 LT

1B C 16+16.54, 11.45 LT

8 C 19+23.78, 15.83 LT

9 SUP 19+23.92, 0.00 LT

C 16+36.74, 8.18 LT

1B

UA MAINTENANCE ROAD

ROADWAY PLAN

CONTROL TABLE

Station and Offset ElevationType

31.75

31.58

31.87

34.58

34.63

34.89

34.87

31.98

32.51

31.70

34.71

Match Exist.

32.12

F il e n a m e

T im e P lo tt e d

F il e n a m e

T im e P lo tt e d

F il e n a m e

T im e P lo tt e d

F il e n a m e

T im e P lo tt e d

D a t e P l o t t e d

P L

O T

T E

D B

Y www.aecom.com PLAN NO.UCSONT T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

20DEC 20DEC 20DEC25 25 25 U-2023-023

AECOM USA, Inc.

ZONA,U.S

RI .A

A .

ned

DRWN. BY CHKD. BY APPR. BY SCALE:CITY OF TWW AT TWW

TRANSPORTATION

e Sig 12

/1 t / a 2

R D 5WOLFE L

THOMAS W.

G I V

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P02 OF P03

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O EDated: Dated: FESSIONAL

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

Record DocumentRecord Document

1"=20'

1A

15+75

16+00

16+25

16+75

17+00

17+25

17+50

16+50

18+00

18+25

18+50

18+75

17+75

19+00

New Detectable Warning Surfaces

Install 15', Connect to Existing Warning Surface

Exst SWG 4" PE

Exst SWG 2" PE

Exst UA FO and Connection Exst TW FH

Curb Cut. See Dtl C3

Protect in Place Do Not Disturb Protect in Place (Typ.)Protect in Place

Exist Lava Rock Wall Exist TreesExist Trash Structure

(Work is separate from the contract) to install a new conduit crossing the shared use path.

Contractor shall coordinate with the UA Project Manager Conduit Note:

Protect in PlaceProtect in Place

Protect in Place

Protect in Place

See Detail C1

New Path Curb

Note

Conduit

See

See Detail C2

New AC Berm

CONTROL TABLE

H A

R S

H B

A R

G E

R

P

A T

H W

A Y

YUMA HALL

7A

MARICOPA HALL

Remove 535 SY

Exist Pvmt

4A

4B

7B

P I

.6

IMPROVEMENTS

END PATH

P O

E

.9

Station

Base Elevation = 2400.00

Base Elevation = 2400.00

@ Cst \

SUP FG Elev.

of Curb Elev.

FG @ Face

32.29

31.14

31.64

31.97

HARSHBARGER BLDG

B

4"

B

5 6

R=5''

Shared Use Path Cst \

Exist Concrete Pad

UA MAINT RD/SUP

W W W W

WPN 198-1998

PN 198-19982546-02

MH#

Standard : 33

Area : 0.10 B

E

2ND STREET

G-2009-056 G-2009-056

G-2009-056 G-2009-056

E

W

Planter Area

E

Exist Trees & Irrigation Protect in Place See Typical Sections

4"

See Electrical Plan

New Luminaire on OCS Pole

P N

M A

T

E

S E

E

S

H E

E T

P

(S E

E S

H E

E T

P

O L

IV

E

R O

A D

32.74

33.07

34.75

33.44

34.13

34.68

34.43

34.50

34.3534.42

34.50

34.57

31.21

31.71

32.04

32.36

32.81

33.14

33.51

33.81

33.98

34.20

33.91

33.74

BLDG

SPEECH SCIENCES

HARVILL BLDG

4C

Protect in Place all Existing Features South of Proposed Shared-Use Path

Remove 264 LF

Exist Curb

R=5''

R=5''

17 18 19 20 21 22

6 7 8

4A

OLIVE ROAD

ROADWAY PLAN

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.d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

TWW AT TWW

25 25 25 U-2023-023

P03 OF P03

1"=20'

4A

RAMP CP

SW

SW

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

100+66.63, 31.46 RT

100+81.28, 31.53 RT

100+70.10, 17.96 RT

100+66.65, 26.33 RT

101+00.00, 14.26 RT

101+25.00, 14.14 RT

101+50.00, 14.08 RT

101+75.00, 14.02 RT

102+00.00, 13.96 RT

102+25.00, 13.95 RT

102+51.66, 14.00 RT

102+76.67, 17.40 RT

100+85.78, 20.04 LT

102+76.66, 22.56 RT

100+81.94, 18.30 LT

100+89.57, 21.78 LT

101+00.00, 21.43 LT

101+50.00, 21.76 LT

102+00.00, 21.87 LT

101+25.00, 21.76 LT

101+75.00, 21.84 LT

102+25.00, 21.87 LT

102+32.84, 21.88 LT

102+43.96, 25.70 LT

100+78.58, 14.38 RT

Remove 124 SY

Exist Concrete SW

Remove 219 LF

Exist Pump Drain

Remove 91 SY Remove 182 LF in this Area.

to Construction Disturbance the UA Project Manager Prior Protect in Place. Contact

To Remain

Exist Curb

Existing Trees and Landscape

Exist Sidewalk

Curb and Ramp Exist Concrete Ribbon, COT Dtl 207

New Curb Access Ramp

Do Not Disturb

Exist Planter Wall

(Work is separate from the contract) to install a new conduit crossing at this location.

Contractor shall coordinate with the UA Project Manager Conduit Note:

Protect in Place

N=450120.7682, E=997451.1394

POB Sta 100+00.00

Survey Control Point

Exst 8" CA TW

Protect in Place

Base Elevation = 2400.00

N=450543.3264, E=997448.1861

POE Sta 104+22.57

Survey Control Point

Std Dtl 200 (Typ)

New Conc Sidewalk

See Conduit Note

Std Dtl 209, Type 2 (Typ)

New Conc Vertical Curb

Std Dtl 209, Type 2 (Typ)

New Conc Vertical Curb

R=12'

R=5'

15+00

P N

E

G

R=18'

PI 16+12.69

W

4" CI

16+00

M H

W

100+00

B

E

A r e a

.1

S t a n d a r d

B

U A

M A

IN

T

E N

A N

C E

R O

A D

S

E E

S H

E E

T S

P -P

G

W

17+00

CONTROL TABLE

E

101+00

P N

OLIVE ROAD

A L

L E

Y W

A Y

N

D S

T R

E E

T

Type

18+00

G

Station and Offset

102+00

(T y p

Elevation construction.

considered incidental to the sidewalk adjusted to grade. Work shall be limits. Existing boxes shall be fall within the sidewalk replacement

Electrical pull boxes and valve boxes

Utility Note:

Match Exist

Match Exist

Match Exist

Match Exist

Match Exist

Match Exist

Match Exist

31.15

31.22

31.31

31.42

31.49

31.58

31.62

31.80

31.84

Match Exist

Match Exist

Match Exist

Match Exist

Match Exist

Match Exist

Match Exist

Match Exist

Match Exist

103+00

Olive Rd Cst \

COCONINO HALL

HARVILL BLDG

MUSIC BLDG

104+00

N02°24'02"W

422.57'

Remove 91 SY

Exist Pvmt

PAVEMENT MARKING GENERAL NOTES

LINE STYLE DESIGNATION

Color

Pattern

Width of Stripe RPM Spacing

RPM Type

RPM Spacing

RPM Type

Y SB 4 - D 40 / H 40

SIGNING GENERAL NOTES

PAVEMENT MARKING & SIGNING GENERAL NOTES

Signing &Pavement Marking Manual.

Blue RPMs shall be placed adjacent to fire hydrants as shown on Sheet 3.3.3 of the PC/COT 16.

perpendicular to the direction of traffic flow.

installed so that the clear reflective face of each marker is facing approaching traffic and is traffic flow and is perpendicular to the direction of traffic flow. Type C RPMs shall be

All RPMs shall be installed so that the reflective face of each marker is facing the direction of 15.

Final inspection/acceptance of pavement markings shall be performed by the Traffic Engineer.14.

striping completion.

The Engineer of record shall be required to produce as-built striping plans within 90 days of 13.

per square yard over the removed paint stripe.

Manager/Representative shall require application of a fog seal CSS-1 0.06 to 0.08 or a gallon striping obliteration. Asphalt scarring as evaluated/determined by the Engineer and UA Project of the PAG standard specifications. Painting over existing striping does not constitute approved

All removal of existing pavement markings shall be accomplished in accordance with section 701 12.

the Engineer and UA Project Manager/Representative prior to the application of materials.

markings on the final surface course. The layout of all pavement markings shall be approved by

The Contractor shall be responsible for the layout, inspection and installation of the pavement 11.

1 glass beads.

hand card extruded thermoplastic with 10 pounds per 100 square feet of AASHTO M 247-13 Type

All final transverse striping, including symbols and legends, shall be 90 MIL (0.090") ALKYD 10.

All final transverse markings shall be 90 mil (0.090") extruded thermoplastic striping. 9.

the same time. Temporary striping shall be paint.

final pavement surface, or as directed by the Engineer. All other markings shall be applied at striping placed over the temporary striping within 14 to 30 calendar days after completion of the

The final longitudinal striping shall be 90 mil (0.090") extruded thermoplastic reflectorized 8.

exception of bike lane symbols and words (such as Stop, Ahead, Only, etc.).

Painted symbols and legends shall be applied at the same time as the painted striping, with the 7.

pavement surface being completed.

pavement surface. Painted layout striping shall be installed within 5 working days of the final

Painted layout striping shall be 15 mils (0.015") thick water based paint placed on the final 6.

and markers.

applicable marking details, and Standards when installing pavement striping, symbols, markings

The pavement marking drawings are schematic only. The Contractor shall follow all dimensions, 4.

unless otherwise noted.

All lane dimensions are from center of lane line, center of double lane line, or edge of pavement 3.

UA Project Manager/Representative.

The permanent pavement markings may be modified as directed and approved by the Engineer and 2.

Standards & Specifications.

Marking Manual, Pima Association of Governments (PAG) Standard Specifications and UA Design

All pavement markings shall conform to the 2020 Pima County/City of Tucson Signing & Pavement 1.

The cost for mounting signs on posts, light poles, railing, brackets, etc. shall be incidental to the cost of the sign panel.11.

Final inspection/acceptance of signing shall be performed by the Engineer and UA Project Manager/Representative.

Sign removals shall be in accordance with Section 202-3.06 of the PAG Standard Specifications for Public Improvements. 10.

to be re-used shall be stored in a safe location until reinstallation.

the UA Project Manager/Respresentative. The Contractor is responsible for unloading the salvaged material. Any sign that is

All existing signs to be removed as part of this project are to be delivered to the UA. Delivery shall be coordinated with 9.

All new signs shall have aluminum backing in accordance with the PAG Standard Specifications, unless otherwise noted.8.

graffiti coating applied to sign face.

shall have High Intensity Prismatic Type IV sheeting. All ground mounted signs (except street name signs) shall have an anti

All street name signs, stop signs, yield signs and overhead signs shall be ASTM Type XI sheeting. All other sign panels fluorescent yellow ASTM Type XI sheeting. All school zone signs shall be fluorescent yellow-green, ASTM Type XI sheeting.

Unless otherwise determined by the Engineer and UA Project Manager/Representative, all warning sign panels shall be 7.

field.

The Contractor shall be responsible for coordinating all work with Blue Stake and for installing all traffic signs in the 6.

and UA Project Manager/Representative prior to the installation of all signs.

All sign station and offset locations are approximate. The Contractor shall verify actual sign locations with the Engineer 5.

Marking Manual, unless otherwise directed by the Engineer and UA Project Manager/Representative.

All square tube (P1) posts shall be installed in a concrete foundation per Sheet 4.1 of the PC/COT Signing & Pavement 4.

7 feet above the nearest edge of pavement and at least 7 feet above the ground under the sign.

summary sheets are approximate. The Contractor shall verify actual post lengths. The bottom of each sign shall be at least

All new and existing signs shall be installed on 2 inch single square tube (P1) posts. Post lengths indicated in the sign 3.

Signs may be modified and locations adjusted to fit conditions at the discretion of the Engineer.2.

the Special Provisions.

latest edition of the PC/COT Signing & Pavement Marking Manual, UA Design Standards and Specifications these plans, and

All signs shall be in compliance with the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the 1.

Pavement Marking Manual for Further Descriptions.

See 2020 Pima County/ City of Tucson Signing &

SMGN01

N/A

:2

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P L

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.d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

See the Signing Plans for sign locations.4.

information only.

Quantities are approximate and for the contractor's 3.

more desirable location.

The Engineer may shift a sign in order to achieve a 2.

The Engineer shall verify post lengths and elevations.1.

NOTES: Panel Types:

F:

as Noted in the Special Provisions Flat-sheet Aluminum W/ Characters Applied

Post Types:

P1: 2 Inch, Single Square Tube Post

SIGN SUMMARY TABLE

N e w

Sign Code Number

Sign

Legend Type

T y p e a t i o n s

F o u n d i n

H e i g h t

P a n e l p l a c e

R

Work

Existing

Panel Ground Mounted

Posts

Location / Remarks

R e m a in

R e m o v e

P a n e l c a l o

(ft) length Total i n

W id th s q f t

A r a

(ft) Offset

T y p e

S h e e t i n g

18 18 G XI1 X BIKE ROUTE SYMBOL

U: U-Channel Post

D11-1a 3

R, W, M, G:Regulatory, Warning, or Marker, Guide

Station

MOUNT TO BACK OF EXISTING SIGN

12 9 G XIXM6-6L BIKE ROUTE ARROW SIGN 0.75

18 18 R XI

X 310+27 11 LT

30 24 R XIX

R5-1 1 P1 11DO NOT ENTER

AUTHORIZED VEHICLES ONLYR5-11 5

X 10+30 11 RT 1 P1 114

10+93 11 RTW11-15 BIKE PED ADVISORY SIGN5

11+58 15 RTSPECIAL SLOW6

14+70 23 LtX 30 30 W XI 1 P1 116.25W11-15 BIKE / PEDESTRIAN ADVISORY9

15+69 10 RTXW11-15 BIKE / PEDESTRIAN ADVISORY11

15+68 23 LTX 30 30 R6.25R1-1 STOP REMOVE EXISTING PANEL. NEW PANEL IS SOLAR POWERED FLASHING LED SIGNX12

16+44 66 LTX 30 30 R6.25R1-1 STOP

X 36 12 RR6-1

X

ONE WAY 3 MOUNT SIGNS BACK TO BACK

16+85 11 LtX 30 30 W XI6.25W11-15 BIKE / PEDESTRIAN ADVISORY MOUNT TO OCS POLE14

18+29 22 LTX 30 30 W XI6.25W11-15 BIKE / PEDESTRIAN ADVISORY

18+39 14 RTX 30 30 W XI6.25W11-15 BIKE / PEDESTRIAN ADVISORY

1 P1 1117

19+09 11 RtR1-1 STOPX

18 18 G XIX BIKE ROUTE SYMBOLD11-1a 3

12 9 G XIXM6-6L BIKE ROUTE ARROW SIGN 0.75

1 P1 1121

X 12 12 RR1-1 STOP 1 XI U 10

MOUNT TO EXIST POST BARRICADE

100+20X 12 12 RR1-1 STOP 1 XI U 6 MOUNT TO EXIST POST BARRICADE11 Lt

X 36 12 RR6-1 ONE WAY 3

100+71 27 LT MOUNT TO OCS POLE24

100+79X 12 12 RR1-1 STOP 1 XI INSTALL REMOVABLE POST BARRICADE, PER PAG STD DTL 106, 107. MOUNT STOP SIGN TO BARRICADE.1 U 1025 2 Rt

1 P1 11

PANEL IS SOLAR POWERED FLASHING LED SIGN

REMOVE EXISTING PANEL. NEW STOP SIGN PANEL IS SOLAR POWERED FLASHING LED SIGN

SS01

18 18 G XIX BIKE ROUTE SYMBOLD11-1a 3

12 9 G XIXM6-6 BIKE ROUTE ARROW SIGN 0.75

1 P1 11

X 12 12 RR1-1 STOP 1 XI

D11-1a X BIKE ROUTE SYMBOL 18 18 3 G XI

M6-4 X BIKE ROUTE ARROW SIGN 12 9 0.75 G XI

R5-1 18 18 3 R XI

R3-7bP EXCEPT BICYCLES 24 12 2 R XIX

DO NOT ENTER

D11-1a 18 18 3 G XI

M6-4 X BIKE ROUTE ARROW SIGN 12 9 0.75 G XI

BIKE ROUTE SYMBOLX 1 P1 11

D11-1a 18 18 3 G XI

M6-4 X BIKE ROUTE ARROW SIGN 12 9 0.75 G XI

X BIKE ROUTE SYMBOL

MOUNT ASSEMBLY BACK TO BACK

18+05 10 Rt

N/A

26 R9-3a X 101+90 24 Lt NO PEDESTRIAN CROSSING 12 18 1.5 R XI P1 111

MOUNT ASSEMBLY BACK TO BACK

REMOVE EXST BIKE/PED ADVISORY PANEL, REPLACE WITH NEW PANELS

X

X

30 30 W XI 1 P1 116.25

X

13+17 11 LTSPECIAL SLOW7 X

14+31 10 RTW11-2 PEDESTRIAN CROSSING & PLAQUE8 X

18 18 R XIX 315+63 11 LT

30 24 R XIX

R5-1 1 P1 11DO NOT ENTER

AUTHORIZED VEHICLES ONLYR5-11 5

X 36 12 RR6-1 ONE WAY 3

1 P1 11

17+80 66 LTX 30 30 W XI6.25W11-15 BIKE / PEDESTRIAN ADVISORY15 1 P1 11

X 30 30 W XI6.25W11-15 BIKE / PEDESTRIAN ADVISORY 1 P1 1120 PANEL IS SOLAR POWERED FLASHING LED SIGN

27 R9-3a X 101+90 16 RT NO PEDESTRIAN CROSSING 12 18 1.5 R XI P1 111

X 36 12 RR6-1 ONE WAY 3102+75 20 LT28 XI P1 111

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.d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

UA MAINTENANCE ROAD/SHARED USE PATH

SIGNING AND MARKING PLAN

SM01 OF SM04

1"=20'

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R K

.d g n

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:4

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F i l e n a m e

T i m e P l o t t e d c p w w o r k in g

\u s a z \d m s

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S I G

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F i l e n a m e

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P l o t t e d

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.d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

TWW AT TWW

25 25 25 U-2023-023

Perpendicular

PC/COT Signing and Marking Sheet 3.2.1

Striping w/4' Gap24"

High Visibility Crosswalk (White)

Obliterate Existing Crosswalk Striping

Remove

Exist Bike Advisory Sign

Remove

Exist No Parking Sign the UA.

Adjustments shall be coordinated with as-needed to avoid existing utilities.

shall field adjust sign locations active SWG facilities. The contractor the construction limits, including

CAUTION: Active utilities are within

Coordinate with the UA Project Manager.

be salvaged and returned to the UA.

All other signing being removed shall this signage.

Prior to any possible disturbance of

Road. Contact the UA Project Manager

Remain in Place Along the Maintenance

All Existing UA Service Signing to

Notes:

YG4 (3X9)

YG4 (3X9)

WS12

10' Wide Crosswalk

WS12

10' Wide Crosswalk

SLOW

GILA HALL

SLOW

ONLY

VEHICLES

AUTHORIZED

O N L Y

V E H

IC

L E S

A U T H

O R

IZ

E D

W

W

W

W W

W

W

W W W

G

W

W

TS

G

W W W W

WW

E

2ND STREET

98 10

8'

P A

R K

A V

E N

U E

.5

8'

.5

M A

T

E

S E

E

S

M

JAMES E. ROGERS WAY

12+00

11+0

EXCEPT

WS12

10' Wide Crosswalk

BICYCLES

F il e n a m e

T im e P lo tt e d

F il e n a m e

T im e P lo tt e d

F il e n a m e

T im e P lo tt e d

F il e n a m e

T im e P lo tt e d

D a t e P l o t t e d

P L

O T

T E

D B

Y www.aecom.com PLAN NO.20DEC 20DEC 20DECUCSONT 25 25 25 U-2023-023 T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

AECOM USA, Inc. NA,U

IZO .S

A

R A . DRWN. BY CHKD. BY APPR. BYCITY OF TWW AT TWW 1"=20'TRANSPORTATION igned

SCALE:

S /1 t e a

D 5WOLFR )

E L

THOMAS W.

G I

I

S IV

54085T C(

E R E

R

OF

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I G

N

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.d g n th o m a s .w o lf

R N

OD NTI

FICATEP

I G

R E

N O FE LDated: DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISIONDated:

SSIONA

Record Document

REVISIONNO. DATE BY CHKD. APPR.

Record Document

11 18

UA MAINTENANCE ROAD/SHARED USE PATH

SIGNING AND MARKING PLAN

SM02 of SM04

Remove

Exist No Parking Sign the UA.

Adjustments shall be coordinated with as-needed to avoid existing utilities.

shall field adjust sign locations active SWG facilities. The contractor the construction limits, including

CAUTION: Active utilities are within

Coordinate with the UA Project Manager.

be salvaged and returned to the UA.

All other signing being removed shall this signage.

Prior to any possible disturbance of

Road. Contact the UA Project Manager

Remain in Place Along the Maintenance

All Existing UA Service Signing to

Notes:

YG4 (3X9)

ON

E

(S E

E

S

H E

E T

S

M

H A

R S

H B

A R

G E

R

P

A T

H W

A Y

WA

Y

YUMA HALL

MARICOPA HALL

HARSHBARGER BLDG

.5

W W

.5

W W W WW

W

W

M A

T

E

S E

E

S

M

P A

L M

R O

A D

2ND STREET

S

E E

S H

E E

T S

M

O L

IV

E

R O

A

D BLDG

SPEECH SCIENCES

HARVILL BLDG

Pedestrian Crosswalk.

Refresh Existing High Visibility

80'

Match High Visbility Pedestrian Crossing Configuration

12' Wide, 24" Wide Cross Stripes.

Portland Green High Visbility Crossing

O N E

W A Y

HARSHBARGER PATHWAY

SIGNING AND MARKING PLAN

:3

:5

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F i l e n a m e

T i m e P l o t t e d c p w w o r k in g \u s a z \d m s \C

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:5

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.d g n

:3

:5

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F i l e n a m e

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S

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M A

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.d g n

:3

:5

P

M

F i l e n a m e

T i m e P l o t t e d

D a t e

P l o t t e d

P L

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D B

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O T

S

I G

N

M A

R K

.d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

TWW AT TWW

25 25 25 U-2023-023

SM03 OF SM04

1"=20'

To Remain Remove

Exist Streetcar Signage

70'

Exist Yield Sign the UA.

Adjustments shall be coordinated with as-needed to avoid existing utilities.

shall field adjust sign locations active SWG facilities. The contractor the construction limits, including

CAUTION: Active utilities are within

Coordinate with the UA Project Manager.

be salvaged and returned to the UA.

All signing being removed shall

Notes:

J A

M E S

E

R O

G E

S

W A

Y

YUMA HALL

(S E

E S

H E

E T

S M

U A

M A

IN

T

E N

A N

C E

R O

A D

HARSHBARGER PATHWAY

W W

W

HARVILL BLDG

HARSHBARGER BLDG

N

D S

T R

E E

T

BLDG

SPEECH SCIENCES

:4

P

M

F i l e n a m e

T i m e P l o t t e d c p w w o r k in g \u s a z \d m s \C

O T

S

I G

N

M A

R K

D

.d g n

:5

:4

P

M

F i l e n a m e

T i m e P l o t t e d c p w w o r k in g \u s a z \d m s \C

O T

S

I G

N

M A

R K

D

.d g n

:5

:4

P

M

F i l e n a m e

T i m e P l o t t e d c p w w o r k in g \u s a z \d m s \C

O T

S

I G

N

M A

R K

D

.d g n

:5

:4

P

M

F i l e n a m e

T i m e P l o t t e d

D a t e

P l o t t e d

P L

O T

T E

D B

Y c p w w o r k in g \u s a z \d m s \C

O T

S

I G

N

M A

R K

D

.d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

TWW AT TWW

25 25 25 U-2023-023

15+00

16+00

17+00

18+00

W W

W W

W

N

D S

T R

E E

T

OLIVE ROAD

A L

L E

Y W

A Y

HARVILL BLDG

COCONINO HALL

MUSIC BLDG

O N E

W A Y

ONEWAY

Alleyway

Traffic Signs Between 2nd Street and

All Existing UA Parking Signs and

Remove & Return to UA

YDS4

YS6 WS4

S ta

.8

Limit

Obliterate Exist Striping Within this

S ta

S ta

S ta

WS4

Stop Bar. WS12

Refresh Existing Crosswalk Striping and

Obliterate Existing Stop Bar

Refresh Existing Crosswalk Striping.

per PC/COT Signing and Pvmt Marking Manual

Add High Visbility Cross Striping. WS24 w/ 4' Gap

Refresh Existing Crosswalk Striping and Stop Bar.

Sht 3.2.1

Pedestrian Crossing Configuration

Cross Stripes. Match High Visibility

Crosswalk 12' Wide, 24" Wide

Portland Green High Visbility

S ta

23'9

(Typ.)

WS6

26 NO

PEDESTRIAN

CROSSING

Bike Box

Portland Green

12'x30'

10'

OLIVE ROAD

SIGNING AND MARKING PLAN

Remove

Exist Stop Sign

Existing Streetcar Advisory Signing

Remove

Remove

Existing Two Way Sign

SM04 of SM04

WS12

To Remain

Existing Post Barricades the UA.

Adjustments shall be coordinated with as-needed to avoid existing utilities.

shall field adjust sign locations active SWG facilities. The contractor the construction limits, including

CAUTION: Active utilities are within

Notes:

4'

NO

PEDESTRIAN

CROSSING

U A

M A

IN

T

E N

A N

C E

R O

A D

S

E E

S H

E E

T S

M

1"=20'

100+00 101+00 102+00 103+00 104+00 with the UA Project Manager.

(By Others) To be Coordinated

New UA Service Parking Signing

:4

:4

P

M

F i l e n a m e

T i m e P l o t t e d c p w w o r k in g \u s a z \d m s \C

O T

L

I G

H T

I N

G P

L A

N .d g n

:4

:4

P

M

F i l e n a m e

T i m e P l o t t e d c p w w o r k in g \u s a z \d m s \C

O T

L

I G

H T

I N

G P

L A

N .d g n

:4

:4

P

M

F i l e n a m e

T i m e P l o t t e d c p w w o r k in g \u s a z \d m s \C

O T

L

I G

H T

I N

G P

L A

N .d g n

:4

:4

P

M

F i l e n a m e

T i m e P l o t t e d

D a t e

P l o t t e d

P L

O T

T E

D B

Y c p w w o r k in g \u s a z \d m s \C

O T

L

I G

H T

I N

G P

L A

N .d g n th o m a s .w o lf www.aecom.com

TRANSPORTATION

AECOM USA, Inc.

T 520.887.8100 F 520.887.8438

Tucson, Arizona 85718

1760 E. RIVER RD, SUITE 350

A

RIZONA,U.S

.A

D a t e Signed

/1

C

E R

TI

FICATE

N O

54085

THOMAS W.

WOLF

D R

E G I S

T E

R E

R O

FESSIONAL

E N

P

IN

E

E R

C

IV

I L

G

Record Document

Dated:

REVISIONNO. DATE BY CHKD. APPR.

DEPARTMENT OF TRANSPORTATION AND MOBILITY/ENGINEERING DIVISION

PLAN NO.

DRWN. BY

20DEC

CHKD. BY

20DEC

APPR. BY

20DEC

SCALE:

UCSONT

CITY OF

OF

Dated:

Record Document

TWW AT TWW

25 25 25 U-2023-023

STREET LIGHTING PLANSTREET LIGHTING PLAN

SL01SL01

1"=20'1"=20'

CONDUIT / WIRE SCHEDULECONDUIT / WIRE SCHEDULE

Conduit Run NumberConduit Run Number

Conduit Size in Inches 1-1/2" Conduit Size in Inches 1-1/2"

Conduit Run Length (LF) 8'Conduit Run Length (LF) 8'

Power Cond. #8 AWG/THW/XHHW 2 WiresPower Cond. #8 AWG/THW/XHHW 2 Wires

6. Mast Arm Shall be UA Sage Green Color.

7. Replace Concrete Sidewalk to Complete Work.

Luminaire Fixture.

5. Install 10' Luminaire Mast Arm and City of Tucson Approved

4. Install New Conduit and Conductors to Connect to OCS Pole.

to Existing OCS Pole.

3. Install City of Tucson Approved Electric Pull Box in Proximity

2. Expose Existing City of Tucson Lighting Conduit.

1. Expose PVC Conduit Stubout at OCS Pole Locations.

Lighting Construction Notes:

across several utility service lines.

7. Contractor shall exercise caution when installing lighting conduit

6. Mast Arm Shall be UA Sage Green Color.

7. Replace Concrete Sidewalk to Complete Work.

Luminaire Fixture.

5. Install 10' Luminaire Mast Arm and City of Tucson Approved

4. Install New Conduit and Conductors to Connect to OCS Pole.

to Existing OCS Pole.

3. Install City of Tucson Approved Electric Pull Box in Proximity

2. Expose Existing City of Tucson Lighting Conduit.

1. Expose PVC Conduit Stubout at OCS Pole Locations.

Lighting Construction Notes:

across several utility service lines.

7. Contractor shall exercise caution when installing lighting conduit

Ground #8 Bare 1 WireGround #8 Bare 1 Wire

No. 3½ Pull Box 1No. 3½ Pull Box 1

H A

R S

H B

A R

G E

R

P

A T

H W

A Y

H A

R S

H B

A R

G E

R

P

A T

H W

A Y

/SHARED USE PATH

UA MAINTENANCE ROAD

/SHARED USE PATH

UA MAINTENANCE ROAD

2ND STREET2ND STREET

W W W

4"

E

PN 198-19982546-02

MH#

G-2009-056

Exist OCS Pole

SUP Path Sta 19+16, 67' LT

Exist OCS Pole

SUP Path Sta 19+16, 67' LT

G-2009-056

4"

B

P O

E

.9

Wolf, Thomas Polygon