ST89320171-1_Final_Plans_FULL.pdf

PDF 34 MB Posted Jul 13, 2026

Attached to: TRAFFIC SIGNAL VISIBILITY; 3 INTERSECTIONS, PHOENIX (RSAP/HSIP TRAFFIC SIGNAL VISIBILITY 3 LOCATIONS) DESIGN-BID-BUILD
Solicitation number: ST89320171
Issued by: Maricopa County, Phoenix City, Arizona

About this file

Written by GovTribe AI · Jul 20, 2026

This is a Final Plans document for a traffic signal visibility improvement project administered by the City of Phoenix Street Transportation Department, Design and Construction Management Division. The project encompasses traffic signal improvements at three intersections: Jesse Owens Parkway and Baseline Road, 7th Street and McDowell Road, and Cave Creek Road and Greenway Parkway. The scope of work includes pavement removal and replacement, concrete curb and gutter construction, concrete curb ramp installation, asphalt concrete pavement placement, crack sealing and microsealing, water service line extensions, and traffic signal equipment installation including signal poles, mast arms, signal heads, pedestrian signals, controllers, and associated wiring and conduit systems. Key quantities across all three locations include removal of 721 linear feet of existing concrete curb and gutter, removal of 6,007 square feet of concrete sidewalk and related features, removal of 171 square feet of asphalt pavement, construction of 681 linear feet of new concrete curb and gutter, construction of 6,423 square feet of concrete curb ramps, placement of 171 square feet of asphalt pavement, and crack seal and microseal operations totaling 9,580 square feet. The project includes installation of multiple traffic signal foundations, junction boxes, poles, mast arms, and signal heads at each location. Bids are due by 2:00 pm on Tuesday, August 11, 2026, submitted to the Design and Construction Procurement Bid Box at Phoenix City Hall, 200 W. Washington Street, Phoenix, AZ 85003.

The plans document provides comprehensive design specifications including pavement structural sections requiring 9 inches of asphalt concrete with PG 70-10 binder over a compacted subgrade, survey control points with NGVD-29 vertical datum elevations for each intersection, detailed curb ramp staking details with specific station locations and elevations, and complete wiring schedules for signal controllers and junction boxes. Water service improvements include installation of new water meter boxes, extension of existing water service lines, and relocation of backflow prevention units. The project incorporates coordination requirements with SRP for underground power easements (easement 1992-0296563) and APS for power service pedestals. Specifications require the contractor to verify existing service line locations and materials prior to construction and to procure appropriate fittings with no salvaged materials permitted. The plans indicate existing right-of-way, proposed right-of-way adjustments, temporary construction easements, and various utility easements including landscape, sidewalk, and public utility easements. Arizona 811 must be contacted at least two working days before excavation begins.

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Other files

File	Type	Posted
TRAFFIC_SIGNAL_VISIBILITY;_3_INTERSECTIONS,_PHOENIX_(RSAP_HSIP_TRAFFIC_SIGNAL_VISIBILITY_3_LOCATIONS).pdf	PDF	Jul 16, 2026
ST89320171_Traffic_Signal_Visibility_3_Intersections,_Phoenix_SEALED.pdf	PDF	Jul 15, 2026
ADDENDUM_TEMPLATE.doc	DOC document	Jun 2, 2026

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SUMMARY OF QUANTITIES

DR:

DATE:

DES:

DATE:

CK:

DATE:

SHEET

NO:

TOTAL

SHEETS

BUILT

SCALE:

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

BW BW KA

CITY OF PHOENIX STREET TRANSPORTATION DEPARTMENT

DESIGN AND CONSTRUCTION MANAGEMENT DIVISION

06/25 06/25 06/25

TRAFFIC SIGNAL VISIBILITY; 3 INTERSECTIONS, PHOENIX

JESSE OWENS PARKWAY AND BASELINE ROAD

7TH STREET AND MCDOWELL ROAD

CAVE CREEK ROAD AND GREENWAY PARKWAY

06/19/25

ST89320171-1

"PER THE CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE

PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH

OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE

CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."

F :\2

1- B\

-D es ig n\A ut oC

\F ina l P lan s\ Sh ee ts

Y\ T_

dw g

m ol ss on

J un

9, :5 2p m

/20

1050 1195 1479 3724

SURVEY CONTROL POINT TABLE

SURVEY CONTROL SHEET

DR:

DATE:

DES:

DATE:

CK:

DATE:

SHEET

NO:

TOTAL

SHEETS

BUILT

SCALE:

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

BW BW KA

CITY OF PHOENIX STREET TRANSPORTATION DEPARTMENT

DESIGN AND CONSTRUCTION MANAGEMENT DIVISION

06/25 06/25 06/25

TRAFFIC SIGNAL VISIBILITY; 3 INTERSECTIONS, PHOENIX

JESSE OWENS PARKWAY AND BASELINE ROAD

7TH STREET AND MCDOWELL ROAD

CAVE CREEK ROAD AND GREENWAY PARKWAY

06/19/25

ST89320171-1

"PER THE CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE

PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH

OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE

CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."

F :\2

1- B\

-D es ig n\A ut oC

\F ina l P lan s\ Sh ee ts

Y\ T_

1_ B2

.d wg

m ol ss on

J un

9, :5

2p m

BASELINE ROAD

E O

MCDOWELL ROAD

7T H

CAVE CREEK ROAD

JESSSE OWENS AND BASELINE BASIS OF ORIGIN & BENCHMARK INFORMATION:

CITY OF PHOENIX VERTICAL DATUM (NGVD 29):

Project Bench Mark (City of Phoenix Point ID): 346 NGVD-29 Datum Elevation: 1172.118 feet (Olsson Point 113) Found 3-inch City of Phoenix Brass Cap in a handhole at the intersection of Central Ave. and Baseline Rd.

Secondary Bench Mark (City of Phoenix Point ID): 693 NGVD-29 Datum Elevation: 1176.402 feet (Olsson Point 122 [1176.364 feet measured]) Found 3-inch City of Phoenix Brass Cap in a handhole at the intersection of 7th Street and Baseline Road

(Horizontal) Maricopa County Geodetic Densification and Cadastral Survey:

Point ID: 1133 (Olsson Control Point 113) Point Name: 51817-1 NAVD-88 Datum Elevation:1173.933 feet

NAD-83 Arizona Central (International Feet) Coordinate System:

Grid Northing: 864998.777/Grid Easting: 652196.335 Grid to Ground Scale Factor 1.000148772

7TH AND MCDOWELL BASIS OF ORIGIN & BENCHMARK INFORMATION:

CITY OF PHOENIX VERTICAL DATUM (NGVD 29):

Project Bench Mark (City of Phoenix Point ID): 879 NGVD-29 Datum Elevation: 1090.788 feet (Olsson Control Point 109) Found 3-inch City of Phoenix Brass Cap in a handhole at the intersection of 7th and Mcdowell Rd.

Secondary Bench Mark (City of Phoenix Point ID): 884 NGVD-29 Datum Elevation: 1094.387 feet (Olsson Point 110 [1094.373 feet measured]) Found 3-inch City of Phoenix Brass Cap in a handhole at the intersection of 7th Street and Oak Street.

Found 3-inch City of Phoenix Brass Cap in a handhole at the intersection of 7th Street and Mcdowell Rd.

Maricopa County Geodetic Densification and Cadastral Survey:

Point ID: 11759 (Olsson Control Point 109) Point Name: 655592-1

NAD-83 Arizona Central (International Feet) Coordinate System:

Grid Northing: 897009.164/Grid Easting: 654727.38 Grid to Ground Scale Factor 1.000145161

CAVE CREEK AND GREENWAY BASIS OF ORIGIN & BENCHMARK INFORMATION:

CITY OF PHOENIX VERTICAL DATUM (NGVD 29):

Project Bench Mark (City of Phoenix Point ID): 1705 NGVD-29 Datum Elevation:1424.225 feet (Olsson Control Point 100) Found 3-inch City of Phoenix Brass Cap in a handhole at the intersection of Cave Creek Road and Greenway Road.

Secondary Bench Mark (City of Phoenix Point ID):1710 NGVD-29 Datum Elevation: 1431.232 feet (Olsson Point 101 [1431.458 feet measured]) Found 3-inch City of Phoenix Brass Cap in a handhole at the intersection of Cave Creek Road and Bell Road.

Found 3-inch City of Phoenix Brass Cap in a handhole at the intersection of Cave Creek Road and Greenway Road

Maricopa County Geodetic Densification and Cadastral Survey:

Point ID: 5817 (Olsson Control Point 100) Point Name: 2551401

NAD-83 Arizona Central (International Feet) Coordinate System:

Grid Northing: 955416.115/Grid easting: 665279.06 Grid to Ground Scale Factor 1.000162096

/20

BASELINE ROAD

E O

28'± Ex. FOC 28'±

Ex. FOC

28'± Ex. FOC

'±5

R=25.00'

R=25.00' R=25.00'

STA: 111+53.64

31.44' LT

STA: 111+80.85

61.91' LT

MATCH EX.

STA: 112+42.99

81.07' LT

MATCH EX.

STA: 112+71.07

41.90' LT

MATCH EX.

STA: 112+44.36

32.19' RT

MATCH EX.

STA: 112+07.77

59.01' RT

MATCH EX.

STA: 111+47.08

72.94' RT

PT, MATCH EX.

STA: 111+17.83

41.84' RT

MATCH EX.

STA: 111+77.99

50.40' LT

STA: 112+65.13

41.90' LT

STA: 112+40.89

73.01' LT

STA: 112+33.36

32.20' RT

STA: 112+09.70

51.19' RT

STA: 111+22.83

41.84' RT

STA: 110+92.72

CRACK SEAL AND

MICROSEAL

STA: 112+96.01

CRACK SEAL AND

MICROSEAL

Ex. R/W

STA: 111+48.32

31.46' LT

MATCH EX.

Ex. 5.00' LE, S/W E & PUE

Ex. 10.00' LE, S/W E & PUE

Ex. 5.00' LE, S/W E & PUE

Ex. 10.00' LE, S/W E & PUE

Prop. R/W

CRACK SEAL AND

MICROSEAL

N: 865111.0589 E: 653418.3261

CRACK SEAL AND

MICROSEAL

N: 864895.1607 E: 653364.4139

25'

2' 2'

SRP UNDERGROUND

POWER EASEMENT

1992-0296563 MCR

1" = 20'

TRAFFIC SIGNAL VISIBILITY;

3 INTERSECTIONS, PHOENIX

JESSE OWENS PARKWAY

AND BASELINE ROAD

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

ENGINEER

APPROVED BY:

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

DR:

DATE:

DES:

DATE:

CK:

DATE:

SHEET

NO:

TOTAL

SHEETS

SCALE:

PROJECT #: FILE NO:

TRAFFIC SIGNAL PLAN

FILE #:

PRO

JECT #:

QS. #:

TRAFFIC SIGNAL

STREET TRANSPORTATION

TRAFFIC SERVICES

DEPUTY DIRECTOR

PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE

FOR OFFICIAL USE ONLY & MAY NOT BE SHARED WITH OTHERS EXCEPT AS

REQUIRED TO FULFILL THE OBLIGATIONS OF YOUR CONTRACT WITH THE CITY OF

PHOENIX

TRAFFIC SIGNAL:

DATE:

6/19/2025

11609

F:\2023\01001-01500\023-01171-B\40-DESIGN\AUTOCAD\FINAL PLANS\SHEETS\RDWY\T_PAV01_B2301171.DWG4/24/25DATE SAVED:

4 24

PAVING PLAN

REMOVAL AND ADJUSTMENT NOTES

NO. DESCRIPTION QTY U.M.

REMOVE EXISTING CONCRETE CURB AND

GUTTER 255 LF

REMOVE EXISTING CONCRETE SIDEWALK,

DRIVEWAY, VALLEY GUTTER, SLAB, PAVEMENT 1710 SF

REMOVE EXISTING ASPHALT CONCRETE

PAVEMENT 50 SY

REMOVE BUSHES, SHRUBS, CACTI, AND SMALL

TREES 5 EACH

REMOVE WATER METER BOX AND COVER, CITY

OF PHOENIX TO RESET EXISTING WATER METER 2 EACH

RELOCATE BACKFLOW PREVENTION UNIT, PHX.

SUPP. DETAIL P-1353 WITH LOCKING CAGE

ASSEMBLY

2 EACH

ADJUST EXISTING ELECTRICAL JUNCTION BOX

TO GRADE PER SRP STANDARD 1 EACH

EXTEND EXISTING WATER SERVICE LINE, PHX

SUPP. DETAIL P-1342 25 LF

PAVEMENT STRUCTURAL SECTION 1

SCALE: N.T.S.

(MINIMUM PAVEMENT STRUCTURE DEPTH, MATCH

EXISTING PAVEMENT SECTION FOR CONSTRUCTION

IF SECTION EXCEEDS WHAT IS SHOWN)

NOTE: ASPHALT BINDER SHALL BE PG 70-10

TACK COAT, TYPE

SS-1H AT 0.075

GAL/SY (NPI)

9" AC, TYPE C-3/4"

100% COMPACTED SUBGRADE PER MAG 301

LEGEND

NEW CONCRETE SIDEWALK

NEW ASPHALT PAVEMENT

CRACK SEAL AND MICROSEAL

NEW CONCRETE PAVEMENT

NEW CONCRETE CURB RAMP

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

BASELINE RD HCL

CONSTRUCTION NOTES

NO. DESCRIPTION QTY U.M.

CONSTRUCT CONCRETE CURB & GUTTER PER

MAG STD DTL 220-1, TYPE 'A' 215 LF

CONSTRUCT CONCRETE CURB RAMP (9" THICK),

SEE RAMP DETAIL SHEETS FOR STATIONS,

OFFSETS, AND ELEVATIONS

1900 SF

CONSTRUCT ASPHALT CONCRETE FOR

PERMANENT PAVEMENT REPLACEMENT PER

STRUCTURAL SECTION NO.1, MAG 336, AND

COP SUPPLEMENTS

50 SY

CRACK SEAL AND MICROSEAL 2388 SY

CONSTRUCT CONCRETE VALLEY GUTTER PER

MAG STD DTL 240 200 SF

2" COPPER TUBING, METER TO EXISTING

SERVICE, FURNISH AND INSTALL 20 LF

NEW WATER METER BOX AND COVER, FURNISH

AND INSTALL PER PHX. SUPP. DETAIL P1342 2 EACH

1. CONTRACTOR IS RESPONSIBLE FOR

DETERMINING THE EXISTING SERVICE LINE

LOCATION AND MATERIAL PRIOR TO

CONSTRUCTION. CONTRACTOR SHALL PROCURE

ALL MATERIALS AND APPURTENANCES FOR A

COMPLETE, WATERTIGHT SERVICE CONNECTION.

2. 20 LF OF NEW SERVICE HAS BEEN ASSUMED

BETWEEN THE RELOCATED BACKFLOW

PREVENTERS AND EXISTING SERVICE LINES.

CONTRACTOR RESPONSIBLE FOR DETERMINING

EXACT QUANTITY REQUIRED TO COMPLETE THE

CONNECTION. PAYMENT WILL BE THE ACTUAL

LINEAR FOOT QUANTITY INSTALLED AND

ACCEPTED AT THE BID UNIT PRICE.

3. THE CONTRACTOR IS RESPONSIBLE FOR

OBTAINING THE CORRECT FITTING MATERIALS,

CORRECT SIZE AND TYPE, NO LEAD, TO

PROPERLY MAKE THE CONNECTIONS TO THE

EXISTING CUSTOMER PIPING. THE COMPRESSION

COUPLING AT THE POINT OF CONNECTION SHALL

MATCH THE EXISTING CUSTOMER PIPING

MATERIAL. NO SALVAGED PIPE OR FITTINGS

SHALL BE USED. WASHERS SHALL BE REPLACED

AS NECESSARY.

WATER SERVICE NOTES

/20

'' D

12'' DIP W

'' D

12'' DIP W 12'' DIP W 12'' DIP W

'' D

12'' DIP W 12'' DIP W

12'' DIP W

12'' DIP W12'' DIP W

12'' DIP W

FO FO FO

SD SD SD SD

32'± Ex. FOC

52'± Ex. FOC

64'± Ex. FOC

42'± Ex. FOC

STA: 206+04.81

CRACK SEAL AND

MICROSEAL

STA: 208+26.80

CRACK SEAL AND

MICROSEAL

R=35.00'

R=40.00'

R=35.00'

33'

25'

38'

25'

32'

35'

STA: 206+36.50

42.05' LT

MATCH EX.

STA: 206+71.38

78.93' LT

MATCH EX.

STA: 207+94.21

42.10' LT

MATCH EX.

STA: 208+01.63

31.85' RT

MATCH EX.

STA: 207+66.54

70.85' RT

MATCH EX.

STA: 207+66.56

66.78' RT

PCSTA: 206+65.17

80.51' RT

MATCH EX.

STA: 206+30.14

42.12' RT

MATCH EX.

STA: 207+89.90

42.09' LT

STA: 207+55.88

66.43' LT

MATCH EX.

25'

STA: 206+71.36

77.19' LT

Ex. 8.00' PUE Ex. 10.00' S/WE

Ex. 10.00' S/WE

CRACK SEAL AND

MICROSEAL

N: 897113.0613 E: 654727.7862

CRACK SEAL AND

MICROSEAL

N: 896903.5644 E: 654726.6920

25'

2' 2'

6'±

3'± 22'±

5'±

27'±

28'±

25'±

20'±

6±'

9'± 5'±

14'±

1" = 20'

TRAFFIC SIGNAL VISIBILITY;

3 INTERSECTIONS, PHOENIX

7TH STREET AND

MCDOWELL ROAD

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

ENGINEER

APPROVED BY:

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

DR:

DATE:

DES:

DATE:

CK:

DATE:

SHEET

NO:

TOTAL

SHEETS

SCALE:

PROJECT #: FILE NO:

TRAFFIC SIGNAL PLAN

FILE #:

PRO

JECT #:

QS. #:

TRAFFIC SIGNAL

STREET TRANSPORTATION

TRAFFIC SERVICES

DEPUTY DIRECTOR

PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE

FOR OFFICIAL USE ONLY & MAY NOT BE SHARED WITH OTHERS EXCEPT AS

REQUIRED TO FULFILL THE OBLIGATIONS OF YOUR CONTRACT WITH THE CITY OF

PHOENIX

TRAFFIC SIGNAL:

DATE:

6/19/2025

11609

F:\2023\01001-01500\023-01171-B\40-DESIGN\AUTOCAD\FINAL PLANS\SHEETS\RDWY\T_PAV02_B2301171.DWG4/24/25DATE SAVED:

5 24

PAVING PLAN

Ex. R/W

PAVEMENT STRUCTURAL SECTION 1

SCALE: N.T.S.

(MINIMUM PAVEMENT STRUCTURE DEPTH, MATCH

EXISTING PAVEMENT SECTION FOR CONSTRUCTION

IF SECTION EXCEEDS WHAT IS SHOWN)

NOTE: ASPHALT BINDER SHALL BE PG 70-10

TACK COAT, TYPE

SS-1H AT 0.075

GAL/SY NPI

9" AC, TYPE C-3/4"

100% COMPACTED SUBGRADE PER MAG 301

CONSTRUCTION NOTES

NO. DESCRIPTION QTY U.M.

CONSTRUCT CONCRETE CURB & GUTTER PER

MAG STD DTL 220-1, TYPE 'A' 225 LF

CONSTRUCT CONCRETE CURB RAMP (9" THICK),

SEE RAMP DETAIL SHEETS FOR STATIONS,

OFFSETS, AND ELEVATIONS

2195 SF

CONSTRUCT ASPHALT CONCRETE FOR

PERMANENT PAVEMENT REPLACEMENT PER

STRUCTURAL SECTION NO.1, MAG 336, AND

COP SUPPLEMENTS

53 SY

CRACK SEAL AND MICROSEAL 3281 SY

CONCRETE MEDIAN 30 SF

REMOVAL AND ADJUSTMENT NOTES

NO. DESCRIPTION QTY U.M.

REMOVE EXISTING CONCRETE CURB AND

GUTTER 225 LF

REMOVE EXISTING CONCRETE SIDEWALK,

DRIVEWAY, VALLEY GUTTER, SLAB, PAVEMENT 1910 SF

REMOVE EXISTING ASPHALT CONCRETE

PAVEMENT 53 SY

LEGEND

NEW CONCRETE SIDEWALK

NEW ASPHALT PAVEMENT

CRACK SEAL AND MICROSEAL

NEW CONCRETE PAVEMENT

NEW CONCRETE CURB RAMP

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TCE

McDowell Road 7t h St re et

Prop. R/W

Prop. TCE Prop. TCEEx. R/W

Ex. DE

MCDOWELL RD HCL

PROTECT GAS VALVE AND

CONCRETE COLLAR IN

PLACE

/20

30'' R C

P W 30'' R

C P W

30'' R C

P W 30'' R

C P W

30'' R C

P W 30'' R

C P W

30'' R C

P W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W6'' DIP W

16'' DIP W

47'± Ex. FOC

R=35.00'

STA: 321+06.65

89.32' LT

MATCH EX.

STA: 321+39.93

47.02' LT

MATCH EX.

STA: 320+07.85

82.67' LT

MATCH EX.

STA: 319+71.66

46.89' LT

MATCH EX.

STA: 319+28.59

47.02' RT

MATCH EX.

STA: 320+63.85

73.54' RT

MATCH EX.

STA: 320+97.75

47.09' RT

MATCH EX.

STA: 320+69.31

84.56' LT

STA: 320+68.42

81.17' LT

STA: 320+64.55

82.19' LT

STA: 320+65.44

85.58' LT

25'

Ex. 8.00' PUE

23'±

9'±

33'±

19'±

4'±

23'±

49'±

STA: 320+05.31

72.99' LT

CRACK SEAL AND

MICROSEAL

N: 957449.9962 E: 665358.9424

STA: 319+03.63

CRACK SEAL AND

MICROSEAL

MATCH EX.

N: 957379.1598 E: 665358.5696

CRACK SEAL AND

MICROSEAL

N: 957456.4955 E: 665167.5755

CRACK SEAL AND

MICROSEAL

N: 957502.5408 E: 665146.9280

STA: 321+64.65

CRACK SEAL AND

MICROSEAL

CRACK SEAL AND

MICROSEAL

N: 957393.6385 E: 665387.9992

1" = 20'

TRAFFIC SIGNAL VISIBILITY;

3 INTERSECTIONS, PHOENIX

CAVE CREEK ROAD AND

GREENWAY PARKWAY

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

ENGINEER

APPROVED BY:

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

DR:

DATE:

DES:

DATE:

CK:

DATE:

SHEET

NO:

TOTAL

SHEETS

SCALE:

PROJECT #: FILE NO:

TRAFFIC SIGNAL PLAN

FILE #:

PRO

JECT #:

QS. #:

TRAFFIC SIGNAL

STREET TRANSPORTATION

TRAFFIC SERVICES

DEPUTY DIRECTOR

PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE

FOR OFFICIAL USE ONLY & MAY NOT BE SHARED WITH OTHERS EXCEPT AS

REQUIRED TO FULFILL THE OBLIGATIONS OF YOUR CONTRACT WITH THE CITY OF

PHOENIX

TRAFFIC SIGNAL:

DATE:

6/19/2025

11609

F:\2023\01001-01500\023-01171-B\40-DESIGN\AUTOCAD\FINAL PLANS\SHEETS\RDWY\T_PAV03_B2301171.DWG4/10/25DATE SAVED:

6 24

PAVING PLAN

Ex. R/W

CONSTRUCTION NOTES

NO. DESCRIPTION QTY U.M.

CONSTRUCT CONCRETE CURB & GUTTER PER

MAG STD DTL 220-1, TYPE 'A' 241 LF

CONSTRUCT CONCRETE CURB RAMP (9" THICK),

SEE RAMP DETAIL SHEETS FOR STATIONS,

OFFSETS, AND ELEVATIONS

2328 SF

CONSTRUCT ASPHALT CONCRETE FOR

PERMANENT PAVEMENT REPLACEMENT PER

STRUCTURAL SECTION NO.1, MAG 336, AND

COP SUPPLEMENTS

68 SY

CRACK SEAL AND MICROSEAL 3911 SY

CONCRETE MEDIAN NOSE PER MAG STD DTL

223 39 SF

REMOVAL AND ADJUSTMENT NOTES

NO. DESCRIPTION QTY U.M.

REMOVE EXISTING CONCRETE CURB AND

GUTTER 241 LF

REMOVE EXISTING CONCRETE SIDEWALK,

DRIVEWAY, VALLEY GUTTER, SLAB, PAVEMENT 2187 SF

REMOVE EXISTING ASPHALT CONCRETE

PAVEMENT 68 SY

LEGEND

NEW CONCRETE SIDEWALK

NEW ASPHALT PAVEMENT

CRACK SEAL AND MICROSEAL

NEW CONCRETE PAVEMENT

NEW CONCRETE CURB RAMP

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

PAVEMENT STRUCTURAL SECTION 1

SCALE: N.T.S.

(MINIMUM PAVEMENT STRUCTURE DEPTH, MATCH

EXISTING PAVEMENT SECTION FOR CONSTRUCTION

IF SECTION EXCEEDS WHAT IS SHOWN)

NOTE: ASPHALT BINDER SHALL BE PG 70-10

TACK COAT, TYPE

SS-1H AT 0.075

GAL/SY (NPI)

9" AC, TYPE C-3/4"

100% COMPACTED SUBGRADE PER MAG 301

CAVE CREEK RD HCL

GREENWAY PARKWAY

/20

R=25.00'

STA: 112+43, 81.09' LT

F/C = 1176.03 T/C = 1176.52

MATCH EX.

STA: 112+51.30, 78.92' LT

1176.69 T/C = 1176.69

MATCH EX.

STA: 112+40.44, 62.98' LT

F/C = 1176.11 T/C = 1176.44

BEGIN 1% SPILL GUTTER SLOPE

STA: 112+41.43, 58.94' LT

F/C = 1176.10 T/C = 1176.14

STA: 112+43.55, 54.28' LT

F/C = 1176.08 T/C = 1176.12

STA: 112+45.31, 51.66' LT

F/C = 1176.07 T/C = 1176.40

STA: 112+47.38, 49.29' LT

F/C = 1176.08 T/C = 1176.12

STA: 112+51.34, 46.04' LT

F/C = 1176.09 T/C = 1176.13

STA: 112+54.99, 44.04' LT

F/C = 1176.10 T/C = 1176.35

STA: 112+71.07, 41.90' LT

F/C = 1176.09 T/C = 1176.65

MATCH EX.

STA: 112+71.07, 50.48' LT

1176.45 T/C = 1176.45

MATCH EX.

STA: 112+59.18, 53.46' LT

1176.40 T/C = 1176.73

STA: 112+44.74, 60.35' LT

1176.35

STA: 112+53.57, 48.86' LT

1176.34

STA: 112+49.71, 52.04' LT

1176.33

STA: 112+46.81, 55.80' LT

1176.33

STA: 112+50.88, 64.67' LT

1176.45 T/C = 1176.78

STA: 112+65.13, 41.90' LT

F/C = 1176.08 T/C = 1176.41

END1% SPILL GUTTER SLOPE

STA: 112+65.13, 51.97' LT

1176.44 T/C = 1176.77

STA: 112+51.05, 70.36' LT

1176.51 T/C = 1176.84

STA: 112+40.89, 73.01' LT

F/C = 1176.08 T/C = 1176.41

R=25.00'

STA: 111+48.30, 50.13' LT

1176.22

T/C = 1176.22

MATCH EX.

STA: 111+53.30, 50.14' LT

1176.12

T/C = 1176.44

STA: 111+55.92, 31.53' LT

F/C = 1175.59 T/C = 1175.91

STA: 111+58.27, 36.53' LT

1175.96

STA: 111+66.59, 50.15' LT

1176.20

T/C = 1176.54

STA: 111+77.84, 49.82' LT

F/C = 1175.80 T/C = 1176.13

STA: 111+72.50, 48.41' LT

1176.15

STA: 111+76.47, 46.05' LT

F/C = 1175.80 T/C = 1175.84

STA: 111+73.25, 40.82' LT

F/C = 1175.76 T/C = 1175.81

STA: 111+69.36, 43.30' LT

1176.11

STA: 111+70.50, 37.90' LT

F/C = 1175.74 T/C = 1176.07

STA: 111+68.96, 36.62' LT

F/C = 1175.71 T/C = 1176.04

STA: 111+63.86, 38.71' LT

1176.02

STA: 111+65.60, 34.43' LT

F/C = 1175.67 T/C = 1175.71

STA: 111+59.87, 32.20' LT

F/C = 1175.61 T/C = 1175.65

STA: 111+71.87, 57.08' LT

1176.24

T/C = 1176.57

STA: 111+76.41, 63.02' LT

1176.42

T/C = 1176.42

MATCH EX.

STA: 111+80.85, 61.91' LT

F/C = 1175.86 T/C = 1176.33

MATCH EX.

STA: 111+48.32, 31.46' LT

F/C = 1175.64 T/C = 1176.14

MATCH EX.

STA: 111+74.87, 31.98' LT

G = 1175.62

MATCH EX.

STA: 111+79.20, 55.26' LT

F/C = 1175.84 T/C = 1176.17

STA: 111+53.24, 31.44' LT

F/C = 1175.60 T/C = 1175.93

R=25.00'

STA: 112+14.08, 42.05' RT

F/C = 1176.35 T/C = 1176.40

STA: 112+11.41, 46.42' RT

F/C = 1176.43 T/C = 1176.47

STA: 112+15.37, 48.76' RT

1176.79

STA: 112+17.98, 44.50' RT

1176.72

STA: 112+16.75, 39.06' RT

F/C = 1176.34 T/C = 1176.67

STA: 112+29.24, 37.33' RT

1176.69

STA: 112+31.80, 32.28' RT

F/C = 1176.31 T/C = 1176.64

STA: 112+27.69, 32.99' RT

F/C = 1176.32 T/C = 1176.37

STA: 112+22.89, 34.78' RT

F/C = 1176.33 T/C = 1176.37

STA: 112+19.46, 36.84' RT

F/C = 1176.33 T/C = 1176.66

STA: 112+44.36, 32.19' RT

F/C = 1176.32 T/C = 1176.82

MATCH EX.

STA: 112+44.36, 37.88' RT

1176.90 T/C = 1176.90

MATCH EX.

STA: 112+33.97, 42.77' RT

1176.72 T/C = 1177.05

STA: 112+16.26, 61.11' RT

1177.29 T/C = 1177.29

MATCH EX.

STA: 112+09.71, 51.17' RT

F/C = 1176.54 T/C = 1176.87

STA: 112+07.77, 59.01' RT

F/C = 1176.65 T/C = 1177.05

MATCH EX.

STA: 112+24.56, 39.07' RT

1176.70

STA: 112+12.88, 32.45' RT

G = 1176.29

MATCH EX.

STA: 112+19.96, 53.73' RT

1176.94 T/C = 1177.27

STA: 112+14.34, 32.43' RT

G = 1176.29

STA: 112+12.23, 40.98' RT

G = 1176.31

R=25.00'

STA: 111+22.84, 47.48' RT

1176.48

T/C = 1176.81

STA: 111+17.83, 47.49' RT

1176.71

T/C = 1176.71

MATCH EX.

STA: 111+17.83, 41.84' RT

F/C = 1176.06 T/C = 1176.57

MATCH EX.

STA: 111+33.04, 49.11' RT

1176.56

STA: 111+35.83, 45.47' RT

F/C = 1176.20 T/C = 1176.24

STA: 111+40.65, 49.28' RT

F/C = 1176.25 T/C = 1176.29

STA: 111+37.75, 52.83' RT

1176.61

STA: 111+42.93, 51.95' RT

F/C = 1176.28 T/C = 1176.61

STA: 111+40.59, 56.66' RT

1176.67

STA: 111+44.82, 54.92' RT

F/C = 1176.33 T/C = 1176.37

STA: 111+47.07, 60.64' RT

F/C = 1176.40 T/C = 1176.44

STA: 111+42.78, 62.24' RT

1176.74

STA: 111+47.71, 64.23' RT

F/C = 1176.45 T/C = 1176.78

END 1% SPILL GUTTER SLOPE

STA: 111+32.57, 43.81' RT

F/C = 1176.16 T/C = 1176.49

STA: 111+42.65, 71.81' RT

1177.03

MATCH EX.

STA: 111+47.10, 72.93' RT

F/C = 1176.51 T/C = 1177.01

MATCH EX.

STA: 111+22.83, 41.84' RT

F/C = 1176.07 T/C = 1176.40

BEGIN 1% SPILL GUTTER SLOPE

STA: 111+38.01, 66.12' RT

1176.79

T/C = 1177.12

1" = 5'

TRAFFIC SIGNAL VISIBILITY;

3 INTERSECTIONS, PHOENIX

JESSE OWENS PARKWAY

AND BASELINE ROAD

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

ENGINEER

APPROVED BY:

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

DR:

DATE:

DES:

DATE:

CK:

DATE:

SHEET

NO:

TOTAL

SHEETS

SCALE:

PROJECT #: FILE NO:

TRAFFIC SIGNAL PLAN

FILE #:

PRO

JECT #:

QS. #:

TRAFFIC SIGNAL

STREET TRANSPORTATION

TRAFFIC SERVICES

DEPUTY DIRECTOR

PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE

FOR OFFICIAL USE ONLY & MAY NOT BE SHARED WITH OTHERS EXCEPT AS

REQUIRED TO FULFILL THE OBLIGATIONS OF YOUR CONTRACT WITH THE CITY OF

PHOENIX

TRAFFIC SIGNAL:

DATE:

6/19/2025

11609

F:\2023\01001-01500\023-01171-B\40-DESIGN\AUTOCAD\FINAL PLANS\SHEETS\RDWY\T_DTL01_B2301171.DWG4/24/25DATE SAVED:

7 24

CURB RAMP STAKING DETAILS

Baseline Road

Baseline RoadBaseline Road

Baseline Road

Je ss e O we ns

Pa rk wa y

Je ss e O we ns

Pa rk wa y

Je ss e O we ns

Pa rk wa y

Je ss e O we ns

Pa rk wa y

LEGEND

TRUNCATED DOMES

2% MAXIMUM TRANSVERSE SLOPE

8.33% MAXIMUM SLOPE

10% MAXIMUM SLOPE

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

NOTE: GUTTER SLOPE PER MAG 220-1 UNLESS OTHERWISE NOTED.

Prop. R/W

Ex. R/W

Prop. R/W

SRP UNDERGROUND

POWER EASEMENT

1992-0296563 MCR

/20

STA: 207+71.75, 47.93' LT

F/C = 1090.93 T/C = 1091.26

STA: 207+76.25, 45.54' LT

F/C = 1090.96 T/C = 1090.97

STA: 207+81.93, 43.49' LT

F/C = 1090.98 T/C = 1090.99

STA: 207+86.83, 42.43' LT

F/C = 1091.00 T/C = 1091.33

STA: 207+94.24, 47.79' LT

1091.48 T/C = 1091.48

MATCH EX.

STA: 207+82.75, 45.92' LT

1091.02

STA: 207+77.12, 47.98' LT

1090.99

STA: 207+62.08, 56.29' LT

F/C = 1090.81 T/C = 1090.82

STA: 207+64.11, 57.88' LT

1090.85

STA: 207+58.56, 61.18' LT

F/C = 1090.75 T/C = 1090.76

STA: 207+60.62, 62.77' LT

1090.79

STA: 207+83.79, 51.29' LT

1091.10 T/C = 1091.60

STA: 207+55.88, 66.43' LT

F/C = 1090.68 T/C = 1091.22

MATCH EX.

STA: 207+65.56, 52.64' LT

F/C = 1090.88 T/C = 1091.21

STA: 207+94.21, 42.10' LT

F/C = 1091.04 T/C = 1091.51

MATCH EX.

R=40.00'

STA: 207+62.49, 70.05' LT

1091.21 T/C = 1091.21

MATCH EX.

STA: 207+67.30, 67.88' LT

1090.92 T/C = 1091.42

STA: 207+71.56, 63.59' LT

1090.99 T/C = 1091.49

STA: 207+74.07, 61.07' LT

1090.88 T/C = 1091.21

STA: 207+77.01, 58.11' LT

1091.33 T/C = 1091.83

STA: 207+79.79, 55.31' LT

1091.10 T/C = 1091.60

STA: 207+84.62, 51.02' LT

1091.09 T/C = 1091.59

STA: 207+88.48, 49.72' LT

1091.40 T/C = 1091.73

R=35.00'

STA: 206+70.84, 71.09' LT

F/C = 1090.76 T/C = 1091.26

STA: 206+63.29, 67.98' LT

1091.15

STA: 206+60.79, 62.53' LT

1091.11

STA: 206+69.30, 64.99' LT

F/C = 1090.72 T/C = 1090.76

STA: 206+63.12, 54.49' LT

F/C = 1090.64 T/C = 1091.14

STA: 206+58.26, 49.75' LT

F/C = 1090.58 T/C = 1091.08

STA: 206+53.06, 46.29' LT

F/C = 1090.52 T/C = 1090.56

STA: 206+47.56, 43.89' LT

F/C = 1090.46 T/C = 1090.50

STA: 206+41.48, 42.42' LT

F/C = 1090.39 T/C = 1090.89

STA: 206+36.50, 42.05' LT

F/C = 1090.39 T/C = 1090.82

MATCH EX.

STA: 206+36.15, 47.76' LT

1090.92

T/C = 1090.92

MATCH EX.

STA: 206+71.38, 78.93' LT

F/C = 1090.83 T/C = 1091.33

MATCH EX.

STA: 206+66.65, 59.58' LT

F/C = 1090.68 T/C = 1090.73

STA: 206+54.18, 64.73' LT

1091.12

T/C = 1091.62

STA: 206+59.41, 71.14' LT

1091.24

T/C = 1091.57

STA: 206+50.82, 51.40' LT

1090.96

STA: 206+38.46, 49.00' LT

1090.94

T/C = 1091.44

STA: 206+45.32, 49.00' LT

1090.90

STA: 206+65.83, 79.01' LT

1091.49

T/C = 1091.50

MATCH EX.

R=35.00'

STA: 207+66.56, 67.40' RT

F/C = 1090.10 T/C = 1090.60

STA: 207+72.86, 63.11' RT

1090.59

STA: 207+66.93, 61.75' RT

F/C = 1090.13 T/C = 1090.18

STA: 207+68.34, 55.82' RT

F/C = 1090.21 T/C = 1090.26

STA: 207+74.25, 57.27' RT

1090.67

STA: 207+70.56, 50.60' RT

F/C = 1090.29 T/C = 1090.62

STA: 207+81.42, 44.05' RT

1090.84

STA: 207+86.28, 40.54' RT

1090.94

STA: 207+78.69, 40.36' RT

F/C = 1090.48 T/C = 1090.53

STA: 207+83.64, 36.79' RT

F/C = 1090.58 T/C = 1090.62

STA: 207+76.35, 42.57' RT

F/C = 1090.43 T/C = 1090.76

STA: 207+88.73, 34.28' RT

F/C = 1090.67 T/C = 1091.00

STA: 207+93.90, 47.41' RT

1091.04 T/C = 1091.37

STA: 208+01.62, 37.43' RT

1091.53 T/C = 1091.53

MATCH EX.

STA: 208+01.63, 31.85' RT

F/C = 1090.88 T/C = 1091.39

MATCH EX.

STA: 207+82.64, 61.97' RT

1090.74 T/C = 1091.07

STA: 207+66.54, 70.85' RT

F/C = 1090.06 T/C = 1090.56

MATCH EX.

STA: 207+72.33, 70.88' RT

1090.68 T/C = 1090.68

MATCH EX.

STA: 207+76.48, 67.30' RT

1090.64 T/C = 1090.97

R=35.00'

R=15.00'

STA: 206+41.48, 43.95' RT

F/C = 1090.47 T/C = 1090.80

STA: 206+43.26, 49.05' RT

1090.80

STA: 206+45.28, 45.49' RT

F/C = 1090.49

T/C = 1090.54 STA: 206+50.55, 48.58' RT

F/C = 1090.53 T/C = 1090.57

STA: 206+48.43, 52.09' RT

1090.84

STA: 206+53.77, 51.17' RT

F/C = 1090.56 T/C = 1090.89

STA: 206+57.12, 54.65' RT

F/C = 1090.58 T/C = 1090.91

STA: 206+55.54, 60.17' RT

1090.94

STA: 206+62.45, 63.33' RT

F/C = 1090.60 T/C = 1090.64

STA: 206+58.38, 65.46' RT

1090.95

STA: 206+63.85, 67.20' RT

F/C = 1090.61 T/C = 1090.94

STA: 206+65.17, 80.51' RT

F/C = 1090.74 T/C = 1091.23

MATCH EX.

STA: 206+49.89, 79.96' RT

1091.26

MATCH EX.

STA: 206+30.14, 42.12' RT

F/C = 1090.42 T/C = 1090.84

MATCH EX.

STA: 206+59.57, 57.95' RT

F/C = 1090.59 T/C = 1090.63

STA: 206+30.57, 65.04' RT

1091.27

MATCH EX.

STA: 206+30.57, 59.16' RT

1091.17

MATCH EX.

STA: 206+40.35, 59.16' RT

1090.92

STA: 206+38.68, 65.51' RT

1091.02

STA: 206+48.59, 73.92' RT

1091.11

1" = 5'

TRAFFIC SIGNAL VISIBILITY;

3 INTERSECTIONS, PHOENIX

7TH STREET AND

MCDOWELL ROAD

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

ENGINEER

APPROVED BY:

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

DR:

DATE:

DES:

DATE:

CK:

DATE:

SHEET

NO:

TOTAL

SHEETS

SCALE:

PROJECT #: FILE NO:

TRAFFIC SIGNAL PLAN

FILE #:

PRO

JECT #:

QS. #:

TRAFFIC SIGNAL

STREET TRANSPORTATION

TRAFFIC SERVICES

DEPUTY DIRECTOR

PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE

FOR OFFICIAL USE ONLY & MAY NOT BE SHARED WITH OTHERS EXCEPT AS

REQUIRED TO FULFILL THE OBLIGATIONS OF YOUR CONTRACT WITH THE CITY OF

PHOENIX

TRAFFIC SIGNAL:

DATE:

6/19/2025

11609

F:\2023\01001-01500\023-01171-B\40-DESIGN\AUTOCAD\FINAL PLANS\SHEETS\RDWY\T_DTL02_B2301171.DWG4/10/25DATE SAVED:

8 24

CURB RAMP STAKING DETAILS

LEGEND

TRUNCATED DOMES

2% MAXIMUM TRANSVERSE SLOPE

8.33% MAXIMUM SLOPE

10% MAXIMUM SLOPE

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED TCE

McDowell Road

7t h

St re et

7t h

St re et

McDowell Road

McDowell Road McDowell Road

7t h

St re et

7t h

St re et

Prop. R/W

Ex. R/W

Prop. TCE

Ex. R/W

/20

088826 Callout

SIGN

R=35.00'

STA: 320+97.72, 53.66' RT

1421.71

T/C = 1421.71

MATCH EX.

STA: 320+96.55, 53.66' RT

1421.69 T/C = 1421.75

STA: 320+69.26, 75.03' RT

1421.49 T/C = 1421.49

MATCH EX.

STA: 320+63.86, 73.55' RT

F/C = 1420.97 T/C = 1421.42

MATCH EX.

STA: 320+66.27, 66.89' RT

F/C = 1421.13 T/C = 1421.46

STA: 320+69.35, 61.69' RT

F/C = 1421.15 T/C = 1421.20

STA: 320+91.04, 57.97' RT

1421.56 T/C = 1422.06

STA: 320+73.33, 57.06' RT

F/C = 1421.19 T/C =1421.23

STA: 320+77.26, 53.75' RT

F/C = 1421.22 T/C = 1421.55

STA: 320+81.63, 51.05' RT

F/C = 1421.25 T/C = 1421.29

STA: 320+87.26, 48.72' RT

F/C = 1421.30 T/C = 1421.34

STA: 320+97.75, 47.10' RT

F/C = 1421.28 T/C = 1421.79

MATCH EX.

STA: 320+93.16, 47.40' RT

F/C = 1421.33 T/C = 1421.66

STA: 320+82.66, 53.43' RT

1421.43

STA: 320+88.21, 51.13' RT

1421.48

STA: 320+86.14, 61.81' RT

1421.52 T/C = 1422.02

STA: 320+84.53, 63.07' RT

1421.59 T/C = 1421.98

STA: 320+77.47, 68.60' RT

1421.42 T/C = 1421.92

STA: 320+75.26, 58.79' RT

1421.37

STA: 320+71.35, 63.34' RT

1421.34

STA: 320+82.29, 64.83' RT

1421.46 T/C = 1421.96

R=35.00'

STA: 321+12.11, 88.15' LT

1421.83

T/C = 1421.83

MATCH EX.

STA: 321+11.44, 83.50' LT

1421.80

T/C = 1422.13

STA: 321+33.99, 54.43' LT

1421.96

T/C = 1422.29

STA: 321+39.93, 47.02' LT

F/C = 1421.43 T/C = 1421.90

MATCH EX.

STA: 321+24.68, 50.98' LT

F/C = 1421.39 T/C = 1421.89

STA: 321+19.59, 54.22' LT

F/C =1421.38 T/C = 1421.42

STA: 321+15.79, 57.60' LT

F/C = 1421.37 T/C = 1421.41

STA: 321+23.29, 58.44' LT

1421.79

STA: 321+19.55, 61.76' LT

1421.75

STA: 321+13.21, 60.57' LT

F/C = 1421.37 T/C = 1421.70

STA: 321+10.95, 63.86' LT

F/C = 1421.35 T/C = 1421.39

STA: 321+15.93, 66.41' LT

1421.73

STA: 321+13.65, 70.86' LT

1421.72

STA: 321+08.65, 68.34' LT

F/C = 1421.33

T/C = 1421.37STA: 321+06.80, 74.03' LT

F/C = 1421.31 T/C = 1421.81

STA: 321+06.65, 89.31' LT

F/C = 1421.26 T/C = 1421.68

MATCH EX.

STA: 321+40.08, 52.60' LT

1421.97

T/C = 1421.97

MATCH EX.

STA: 321+22.72, 68.96' LT

1421.82

T/C = 1422.15

R=35.00'

STA: 319+62.49, 90.66' RT

F/C = 1420.90 T/C = 1421.33

MATCH EX.

STA: 319+28.59, 52.67' RT

1421.57

MATCH EX.

STA: 319+46.21, 51.76' RT

F/C = 1421.02 T/C = 1421.35

STA: 319+46.62, 57.50' RT

1421.33

STA: 319+50.39, 60.79' RT

1421.32

STA: 319+53.44, 57.35' RT

F/C = 1420.99 T/C = 1421.04

STA: 319+57.60, 62.42' RT

F/C = 1420.97 T/C = 1421.02

STA: 319+60.11, 66.80' RT

F/C = 1420.96 T/C = 1421.00

STA: 319+28.59, 47.00' RT

F/C = 1421.05 T/C = 1421.45

MATCH EX.

STA: 319+61.68, 70.60' RT

F/C = 1420.94 T/C = 1421.27

STA: 319+55.68, 59.84' RT

F/C = 1420.98 T/C = 1421.31

STA: 319+49.59, 54.00' RT

F/C = 1421.01 T/C = 1421.05

STA: 319+56.11, 69.06' RT

1421.28

STA: 319+57.04, 89.28' RT

1421.42

MATCH EX.

STA: 319+53.62, 64.72' RT

1421.30

STA: 319+46.85, 66.99' RT

1421.38

R=35.00'

STA: 320+00.02, 100.77' LT

1420.19

MATCH EX.

STA: 319+92.12, 102.72' LT

1420.02

MATCH EX.

STA: 319+71.56, 52.55' LT

1421.45

MATCH EX.

STA: 319+79.36, 47.79' LT

F/C = 1420.89 T/C = 1421.39

STA: 319+85.02, 49.62' LT

F/C = 1420.86 T/C = 1420.90

STA: 319+81.85, 55.96' LT

1421.32

STA: 319+86.30, 58.22' LT

1421.28

STA: 319+89.55, 51.93' LT

F/C = 1420.84 T/C = 1420.88

STA: 319+94.36, 55.42' LT

F/C = 1420.82 T/C = 1421.32

STA: 319+97.77, 74.17' LT

1421.14

STA: 320+02.96, 66.63' LT

F/C = 1420.71 T/C = 1421.21

STA: 320+06.64, 78.04' LT

F/C = 1420.59 T/C = 1420.62

STA: 319+99.30, 79.97' LT

1421.08

STA: 320+07.85, 82.67' LT

F/C = 1420.54 T/C = 1421.03

MATCH EX.

STA: 319+71.68, 46.89' LT

F/C = 1420.91 T/C = 1421.51

MATCH EX.

STA: 319+85.20, 85.84' LT

1420.91

STA: 320+05.10, 72.22' LT

F/C = 1420.67 T/C = 1420.71

1" = 5'

TRAFFIC SIGNAL VISIBILITY;

3 INTERSECTIONS, PHOENIX

CAVE CREEK ROAD AND

GREENWAY PARKWAY

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

ENGINEER

APPROVED BY:

CITY OF PHOENIX, ARIZONA

STREET TRANSPORTATION DEPARTMENT

DR:

DATE:

DES:

DATE:

CK:

DATE:

SHEET

NO:

TOTAL

SHEETS

SCALE:

PROJECT #: FILE NO:

TRAFFIC SIGNAL PLAN

FILE #:

PRO

JECT #:

QS. #:

TRAFFIC SIGNAL

STREET TRANSPORTATION

TRAFFIC SERVICES

DEPUTY DIRECTOR

PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE

FOR OFFICIAL USE ONLY & MAY NOT BE SHARED WITH OTHERS EXCEPT AS

REQUIRED TO FULFILL THE OBLIGATIONS OF YOUR CONTRACT WITH THE CITY OF

PHOENIX

TRAFFIC SIGNAL:

DATE:

6/19/2025

11609

F:\2023\01001-01500\023-01171-B\40-DESIGN\AUTOCAD\FINAL PLANS\SHEETS\RDWY\T_DTL03_B2301171.DWG4/10/25DATE SAVED:

9 24

CURB RAMP STAKING DETAILS

LEGEND

TRUNCATED DOMES

2% MAXIMUM TRANSVERSE SLOPE

8.33% MAXIMUM SLOPE

10% MAXIMUM SLOPE

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

Ex. R/W

Cave Creek Road

Gr ee nw ay

Pa rk wa y

Cave Creek Road

Gr ee nw ay

Pa rk wa y

Gr ee nw ay

Pa rk wa y

Gr ee nw ay

Pa rk wa y

/20

28'± Ex. FOC 28'±

Ex. FOC

28'± Ex. FOC

5.00' LE,

S/WE & PUE

10.00' LE,

S/WE & PUE

5.00' LE,

S/WE & PUE 10.00' LE,

S/WE & PUE

INSTALL

1 thru 8 See Foundation Schedule

9 thru 12 See Proposed Junction Box Schedule

1 2" Schedule 40 PVC - 170 L.F.

2 2 1/2" Schedule 40 PVC - 1,050 L.F.

3 1" Schedule 40 PVC - 10 L.F.

C 8 Phase Controller Foundation - For Signal See Proposed Foundation Schedule

P Type B Power Service Pedestal Foundation w/ Battery Backup See Proposed Foundation Schedule

REMOVE

C Ground Mounted Traffic Signal Controller - 1

1 Traffic Signal Mast Arm & Foundation - 4

2 Traffic Signal Pole & Foundation - 4

3 Traffic Signal Junction Box - 4

NOTE: CONTACT BEN VOZZA PRIOR TO

DISCONNECTING OR REMOVING

EXISTING FIBER

(602) 723-0981

BENJAMIN.VOZZA@PHOENIX.GOV

PROPOSED FOUNDATION SCHEDULE

TYPENO.

PROPOSED JUNCTION BOX SCHEDULE

NO. TYPE

1 P70 111+54.82 42' LT

2 LP 111+68.35 51' LT

3 P70 112+49.32 63' LT

4 LP 112+57.71 53' LT

5 P70 112+32.20 42' RT

6 LP 112+19.67 52' RT

7 P70 111+40.66 67' RT

9 #7 111+56.92 48' LT

10 #7 112+55.18 62' LT

8 LP 111+27.81 50' RT

11 #7 112+26.08 47' RT

C CONT 111+64.36 52' LT

P PSP 111+59.39 54' LT

12 #7 111+24.77 48' RT

Ex. R/W

Ex. R/W Ex. R/W

Ex. R/W

JESSE OWENS PKWY CENTERLINE

BASELINE RD HCL

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

CoP ITS

Prop. R/W

EXISTING RIGHT OF WAY

EXISTING EASEMENT

R/W = RIGHT-OF-WAY

TCE = TEMPORARY CONSTRUCTION EASEMENT

S/W E = SIDEWALK EASEMENT

PUE = PUBLIC UTILITY EASEMENT

DE = DRAINAGE EASEMENT

LE = LANDSCAPE EASEMENT

FOC= FACE OF CURB

PROPOSED RIGHT-OF-WAY

SRP UNDERGROUND

POWER EASEMENT

1992-0296563 MCR

7/15/2025

7/24/2025

28'± Ex. FOC 28'±

Ex. FOC

28'± Ex. FOC

5.00' LE,

S/WE & PUE

10.00' LE,

S/WE & PUE

5.00' LE,

S/WE & PUE 10.00' LE,

S/WE & PUE

ɸ 1 ɸ 2 ɸ 3 ɸ 4 ɸ 5 ɸ 6 ɸ 7 ɸ 8

Pedestrian Phase Protected Phase Permitted Phase

BarrierFYA - Flashing Yellow Arrow

EQUIPMENT LIST

C 8 Phase Controller Cabinet - 1 New

P Type B Power Service Pedestal w/ Battery Backup - 1 New

1 Traffic Signal Pole Type P70 - 4 New

2 Traffic Signal Pole Type LP - 4 New

3 40' (M40P70) Signal Mast Arm - 2 New

4 45' (M40P70+E5) Signal Mast Arm - 2 New

5 5' Riser, Single Shoe - 7 New

6 20' Riser, Single Shoe - 1 New

7 Type F 12" Signal Head - 4 New Signal Pole Mount

8 Type F1 12" Signal Head - 8 New Mast Arm Mount w/Plumbizer

9 Type FA1 12" Signal Head, Left Arrow - 4 New Mast Arm Mount w/Plumbizer

10 Type FA 12" Signal Head, Left Arrow - 4 New Signal Pole Mount

Wireless Radio - 1 New

CCTV Camera - 1 New

Video Detection - 4 New

LED Luminaire - 8 New

Illuminated Street Sign - 4 New

Sign at Traffic Signal - 4 New

Pedestrian Head - 8 New

Pedestrian Push Buttons - 8 New

Dual EVP Device - 2 New

Mast Arm Damper - 4 New

FYA

Ex. R/W

SRP UNDERGROUND

POWER EASEMENT

1992-0296563 MCR

Ex. R/W

JESSE OWENS PKWY

CENTERLINE

BASELINE RD HCL

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

Prop. R/W

Ex. R/W

EXISTING RIGHT OF WAY

EXISTING EASEMENT

R/W = RIGHT-OF-WAY

TCE = TEMPORARY CONSTRUCTION EASEMENT

S/W E = SIDEWALK EASEMENT

PUE = PUBLIC UTILITY EASEMENT

DE = DRAINAGE EASEMENT

LE = LANDSCAPE EASEMENT

FOC= FACE OF CURB

PROPOSED RIGHT-OF-WAY

28'± Ex. FOC 28'±

Ex. FOC

28'± Ex. FOC

5.00' LE,

S/WE & PUE

10.00' LE,

S/WE & PUE

5.00' LE,

S/WE & PUE 10.00' LE,

S/WE & PUE

EXISTING RIGHT OF WAY

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

EXISTING EASEMENT

CONDUIT 1 CONDUIT 2

#10 Bare Copper #10 AWG White 3C IMSA Cable (SIGN) (1) 25C IMSA Cable

NWC Junction Box to P70 Pole1

#10 Bare Copper

#10 AWG White

Video Detection Cable (1)

CONDUIT 1

CONDUIT 2

#10 Bare Copper 3C IMSA Cable (LUM)

Detectible Mule Tape

Power Service Pedestal to #7 Junction BoxP1

CONDUIT 1

#10 Bare Copper #10 AWG Black

#10 AWG Green

Power Service Pedestal to Signal Controller

3C IMSA Cable (SIGN) 3C IMSA Cable (RADIO) 5C IMSA Cable

CONDUIT 1 CONDUIT 2

NEC Junction Box to P70 Pole2

#10 Bare Copper #10 AWG White 3C IMSA Cable (SIGN) (1) 25C IMSA Cable

#10 Bare Copper Video Detection Cable (1)

EVP Confirmation Cable (1) EVP Detection Cable (1)

CONDUIT 1 CONDUIT 1

#10 Bare Copper #10 AWG White 3C IMSA Cable 25C IMSA Cable

NWC Junction Box to LP Pole5

#10 Bare Copper

3C IMSA Cable (LUM) (1)

NEC Junction Box to LP Pole6

#10 AWG White 3C IMSA Cable 25C IMSA Cable

3C IMSA Cable (LUM) (1)3C IMSA Cable (LUM) (1)

CONDUIT 1 CONDUIT 2

#10 Bare Copper #10 AWG White 3C IMSA Cable (SIGN) (1) 25C IMSA Cable

SEC Junction Box to P70 Pole3

#10 Bare Copper

CCTV Cable CAT 5e (1) 3C IMSA Cable (Radio) (1)

CONDUIT 1 CONDUIT 2

SWC Junction Box to P70 Pole4

#10 Bare Copper #10 AWG White 3C IMSA Cable (SIGN) (1) 25C IMSA Cable

#10 Bare Copper Video Detection Cable (1)

EVP Confirmation Cable (1) EVP Detection Cable (1)

3C IMSA Cable (LUM) (1)3C IMSA Cable (LUM) (1)

CONDUIT 1 CONDUIT 1

#10 Bare Copper #10 AWG White 3C IMSA Cable 25C IMSA Cable

SEC Junction Box to LP Pole7

#10 Bare Copper

3C IMSA Cable (LUM) (1)

SWC Junction Box to LP Pole8

#10 AWG White 3C IMSA Cable 25C IMSA Cable

CONDUIT 1 CONDUIT 2

SEC Junction Box to SWC Junction Box11

CONDUIT 1 CONDUIT 2

SWC Junction Box to NWC Junction Box12

#10 Bare Copper #10 AWG White

#10 Bare Copper Video Detection Cable (1)

CONDUIT 1 CONDUIT 2

#10 Bare Copper #10 AWG White 5C IMSA Cable 42C IMSA Cable

NWC Junction Box to NEC Junction Box9

#10 Bare Copper Video Detection Cable (1)

CONDUIT 1 CONDUIT 2

NEC Junction Box to SEC Junction Box10

#10 Bare Copper #10 AWG White

#10 Bare Copper Video Detection Cable (1)

EVP Confirmation Cable (1) EVP Detection Cable (1)

CONDUIT 1 CONDUIT 2 CONDUIT 3 CONDUIT 4

#10 Bare Copper #10 AWG White 42C IMSA Cable

#10 Bare Copper #10 AWG Black

Detectible Mule Tape

#10 AWG White #10 AWG Green

Signal Controller to #9 Junction Box

#10 Bare Copper Video Detection (4) EVP Detection Cable (2)

CCTV Cable CAT 5e (1) EVP Confirmation Cable (2)

3C IMSA Cable (RADIO) (1)

3C IMSA Cable (LUM) (1)

Detectible Mule Tape Detectible Mule Tape

5C IMSA Cable 42C IMSA Cable

CONDUIT 1

NWC Junction Box to Ex. City of Phoenix Fiber Vault13

Future Communications

CONDUIT 5

Future Communications

Video Detection Cable (1)

NOTE: CONTACT BEN VOZZA PRIOR TO

DISCONNECTING OR REMOVING

EXISTING FIBER

(602) 723-0981

BENJAMIN.VOZZA@PHOENIX.GOV

SRP UNDERGROUND

POWER EASEMENT

1992-0296563 MCR

PROPOSED RIGHT-OF-WAY

NOTE: COORDINATE WITH SRP TO PROCURE

POWER TO POWER SERVICE PEDESTAL

JESSE OWENS PKWY

CENTERLINE

BASELINE RD HCL

Ex. R/W

Ex. R/WEx. R/W

Ex. R/W

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

INSTALL NEW SIDEWALK RAMPS

SEE SHEET 7 FOR STATIONS,

OFFSETS, AND ELEVATIONS

INSTALL NEW SIDEWALK RAMPS

SEE SHEET 7 FOR STATIONS,

OFFSETS, AND ELEVATIONS

INSTALL NEW SIDEWALK RAMPS

SEE SHEET 7 FOR STATIONS,

OFFSETS, AND ELEVATIONS

INSTALL NEW SIDEWALK RAMPS

SEE SHEET 7 FOR STATIONS,

OFFSETS, AND ELEVATIONS

Prop. R/W

28'± Ex. FOC 28'±

Ex. FOC

28'± Ex. FOC

5.00' LE,

S/WE & PUE

10.00' LE,

S/WE & PUE

5.00' LE,

S/WE & PUE 10.00' LE,

S/WE & PUE

R10-101 (30"x36") Mount on Signal Mast Arm 4 New

NEW SIGNS

LEFT TURN

YIELD

ON FLASHING

T U

R N

D O

N F

LEFT TURN

YIELD ON FLASHING

LEFT TU

YIELD

FLASH

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

STRIPING TO BE PROVIDED BY CITY FORCES - PLAN SHEET

FOR REFERENCE ONLY. STRIPING IMPACTED BY SLURRY

SEAL OPERATIONS SHALL BE REPLACED IN KIND.

SRP UNDERGROUND

POWER EASEMENT

1992-0296563 MCR

JESSE OWENS PKWY

CENTERLINE

BASELINE RD HCL

EXISTING RIGHT OF WAY

EXISTING EASEMENT

R/W = RIGHT-OF-WAY

TCE = TEMPORARY CONSTRUCTION EASEMENT

S/W E = SIDEWALK EASEMENT

PUE = PUBLIC UTILITY EASEMENT

DE = DRAINAGE EASEMENT

LE = LANDSCAPE EASEMENT

FOC= FACE OF CURB

PROPOSED RIGHT-OF-WAY

'' D

12'' DIP W

'' D

12'' DIP W 12'' DIP W 12'' DIP W

'' D

12'' DIP W 12'' DIP W

12'' DIP W

12'' DIP W12'' DIP W

12'' DIP W

FO FO FO

SD SD SD SD

32'± Ex. FOC

52'± Ex. FOC

64'± Ex. FOC

42'± Ex. FOC

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

INSTALL

1 thru 8 See Foundation Schedule

9 thru 12 See Proposed Junction Box Schedule

1 2" Schedule 40 PVC = 125 L.F.

2 2 1/2" Schedule 40 PVC = 1,195 L.F.

3 1" Schedule 40 PVC = 10 L.F.

C 8 Phase Controller Foundation - For Signal See Proposed Foundation Schedule

P Type B Power Service Pedestal Foundation w/ Battery Backup See Proposed Foundation Schedule

REMOVE

1 Traffic Signal Mast Arm & Foundation - 4

2 Traffic Signal Pole & Foundation - 2

3 Traffic Signal Junction Box - 5

4 Sign Removal - 1

C Ground Mounted Traffic Signal Controller & Power Pedestal - 1

PROPOSED FOUNDATION SCHEDULE

TYPENO.

PROPOSED JUNCTION BOX SCHEDULE

NO. TYPE

1 P70 206+51.08 54' LT

2 (Ex.) LM 206+58.30 69' LT

3 P70 207+66.96 67' LT

4 LP 207+83.46 51' LT

5 P70 207+90.35 44' RT

6 (Ex.) LM 207+80.65 57' RT

7 P70 206+55.38 69' RT

9 #7 206+57.55 57' LT

10 #7 207+74.75 59' LT

8 (Ex.) LM 206+40.39 52' RT

11 #7 207+90.70 54' RT

Ex. R/W

Ex. R/W Ex. R/W

Ex. R/W

7TH ST SEC. LINE

MCDOWELL RD HCL

12 #7 206+52.41 56' RT

P PSP 208+10.92 45' RT

C CONT 208+04.31 45' RT

Prop. TCE

Prop. R/W

Ex. 8.00'

PUE

Ex. 10.00' S/W E

Ex. DE 2

55 LF 2.5" CONDIUT TO APS

POLE BY CONTRACTOR,

COORDINATE WITH APS FOR

EXACT LIMITS OF INSTALLATION

TYPENO.

EXISTING FOUNDATION SCHEDULE

EXISTING RIGHT OF WAY

EXISTING EASEMENT

R/W = RIGHT-OF-WAY

TCE = TEMPORARY CONSTRUCTION EASEMENT

S/W E = SIDEWALK EASEMENT

PUE = PUBLIC UTILITY EASEMENT

DE = DRAINAGE EASEMENT

LE = LANDSCAPE EASEMENT

FOC = FACE OF CURB

PROPOSED RIGHT-OF-WAY

PROPOSED TCE

32'± Ex. FOC

52'± Ex. FOC

64'± Ex. FOC

42'± Ex. FOC

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

N ɸ 1 ɸ 2 ɸ 3 ɸ 4 ɸ 5 ɸ 6 ɸ 7 ɸ 8

Pedestrian Phase Protected Phase Permitted Phase

BarrierFYA - Flashing Yellow Arrow

EQUIPMENT LIST

C 8 Phase Controller Cabinet - 1 New

P Type B Power Service Pedestal w/ Battery Backup - 1 New

1 Traffic Signal Pole Type P70 - 4 New

2 Traffic Signal Pole Type LP - 1 New

3 50' (M40P70+E10) Signal Mast Arm - 1 New

4 55' (M55P70) Signal Mast Arm - 1 New

5 60' (M55P70+E5) Signal Mast Arm - 2 New

6 5' Riser, Single Shoe - 4 New, 3 Existing

7 20' Riser, Single Shoe - 1 New

8 Type F 12" Signal Head - 4 New, 3 Existing Signal Pole Mount

9 Type F1 12" Signal Head - 12 New Mast Arm Mount w/Plumbizer

10 Type FA1 12" Signal Head, Left Arrow - 3 New Mast Arm Mount w/Plumbizer

11 Type FA 12" Signal Head, Left Arrow - 3 New Signal Pole Mount

12 Type R1 12" Signal Head, Left Arrow - 2 New Mast Arm Mount w/Plumbizer

13 Type R 12" Signal Head - 1 Existing Signal Pole Mount

14 Traffic Signal Pole Type LM - 3 Existing

Wireless Radio - 1 New

CCTV Camera - 1 New

Video Detection - 4 New

LED Luminaire - 5 New

Illuminated Street Sign - 4 New

Sign at Traffic Signal - 3 New

Pedestrian Head - 8 New

Pedestrian Push Buttons - 8 New

1 8 9

9 7 5 18

10 8 6 39 1

Ex. R/W

Ex. R/WEx. R/W

Ex. R/W

Ex. R/W Ex. R/W

Ex. R/W

7TH ST SEC. LINE

MCDOWELL RD HCL

Contractor to Install Pedestrian Head and Pedestrian Push Button

Prop.

R/W

Prop. TCE Prop. TCE

Ex. 8.00'

PUE

Ex. 10.00' S/W E

FYA

EXISTING RIGHT OF WAY

EXISTING EASEMENT

R/W = RIGHT-OF-WAY

TCE = TEMPORARY CONSTRUCTION EASEMENT

S/W E = SIDEWALK EASEMENT

PUE = PUBLIC UTILITY EASEMENT

DE = DRAINAGE EASEMENT

LE = LANDSCAPE EASEMENT

FOC = FACE OF CURB

PROPOSED RIGHT-OF-WAY

PROPOSED TCE

(R10-101)

'' D

12'' DIP W

'' D

12'' DIP W 12'' DIP W 12'' DIP W

'' D

12'' DIP W 12'' DIP W

12'' DIP W

12'' DIP W12'' DIP W

12'' DIP W

FO FO FO

SD SD SD SD

32'± Ex. FOC

52'± Ex. FOC

64'± Ex. FOC

42'± Ex. FOC

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

EXISTING RIGHT OF WAY

EXISTING EASEMENT

CONDUIT 1 CONDUIT 2

#10 Bare Copper #10 AWG White 3C IMSA Cable (SIGN) (1) 25C IMSA Cable

NWC Junction Box to P70 Pole1

#10 Bare Copper

#10 AWG White

Video Detection Cable (1)

CONDUIT 1 CONDUIT 2

#10 Bare Copper 3C IMSA Cable (LUM)

Detectible Mule Tape

Power Service Pedestal to #7 Junction BoxP1

CONDUIT 1

#10 Bare Copper #10 AWG Black

#10 AWG Green

Power Service Pedestal to Signal Controller

3C IMSA Cable (SIGN) 3C IMSA Cable (RADIO) 5C IMSA Cable

CONDUIT 1 CONDUIT 2

NEC Junction Box to P70 Pole2

#10 Bare Copper #10 AWG White 3C IMSA Cable (SIGN) (1) 25C IMSA Cable

#10 Bare Copper Video Detection Cable (1)

EVP Confirmation Cable (1) EVP Detection Cable (1)

CONDUIT 1 CONDUIT 1

#10 Bare Copper #10 AWG White 3C IMSA Cable 25C IMSA Cable

NWC Junction Box to LP Pole5

#10 Bare Copper

3C IMSA Cable (LUM) (1)

NEC Junction Box to LP Pole6

#10 AWG White 3C IMSA Cable 25C IMSA Cable

3C IMSA Cable (LUM) (1)3C IMSA Cable (LUM) (1)

CONDUIT 1 CONDUIT 2

#10 Bare Copper #10 AWG White 3C IMSA Cable (SIGN) (1) 25C IMSA Cable

SEC Junction Box to P70 Pole3

#10 Bare Copper Video Detection Cable (1)

CONDUIT 1 CONDUIT 2

SWC Junction Box to P70 Pole4

#10 Bare Copper #10 AWG White 3C IMSA Cable (SIGN) (1) 25C IMSA Cable

#10 Bare Copper Video Detection Cable (1)

EVP Confirmation Cable (1) EVP Detection Cable (1)

3C IMSA Cable (LUM) (1)3C IMSA Cable (LUM) (1)

CONDUIT 1 CONDUIT 1

#10 Bare Copper #10 AWG White 3C IMSA Cable 25C IMSA Cable

SEC Junction Box to GP Pole7

#10 Bare Copper

3C IMSA Cable (LUM) (1)

SWC Junction Box to LP Pole8

#10 AWG White 3C IMSA Cable 25C IMSA Cable

CONDUIT 1 CONDUIT 2

SEC Junction Box to SWC Junction Box11

CONDUIT 1 CONDUIT 2

SWC Junction Box to NWC Junction Box12

#10 Bare Copper #10 AWG White

#10 Bare Copper Video Detection Cable (1)

CONDUIT 1 CONDUIT 2

#10 Bare Copper #10 AWG White 5C IMSA Cable 42C IMSA Cable

NWC Junction Box to NEC Junction Box9

#10 Bare Copper Video Detection Cable (1)

CONDUIT 1 CONDUIT 2

NEC Junction Box to SEC Junction Box10

#10 Bare Copper #10 AWG White

#10 Bare Copper Video Detection Cable (1)

EVP Confirmation Cable (1) EVP Detection Cable (1)

CONDUIT 1 CONDUIT 2 CONDUIT 3 CONDUIT 4

#10 Bare Copper #10 AWG White 42C IMSA Cable

#10 Bare Copper #10 AWG Black

Detectible Mule Tape

#10 AWG White #10 AWG Green

Signal Controller to #7 Junction Box

#10 Bare Copper Video Detection (4) EVP Detection Cable (4)

CCTV Cable CAT 5e (1) EVP Confirmation Cable (4)

3C IMSA Cable (RADIO) (1)

3C IMSA Cable (LUM) (1)

Detectible Mule Tape Detectible Mule Tape

CCTV Cable CAT 5e (1) 3C IMSA Cable (Radio) (1)

5C IMSA Cable 42C IMSA Cable

EVP Confirmation Cable (1) EVP Detection Cable (1)

EVP Confirmation Cable (1) EVP Detection Cable (1) CCTV Cable CAT 5e (1)

3C IMSA Cable (Radio) (1)

CCTV Cable CAT 5e (1) 3C IMSA Cable (Radio) (1)

PROPOSED RIGHT-OF-WAY

PROPOSED TCE

WIRING BY APS

7TH ST SEC. LINE

MCDOWELL RD HCL

SDSD

DIP W 12'' DIP W 12'' DIP W 12'' DIP W 12'' DIP W

12'' DIP W

'' D

12'' DIP W

12'' DIP W 12'' DIP W

12'' DIP W

SD SD

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

Ex. R/W

INSTALL NEW SIDEWALK RAMPS

SEE SHEET 8 FOR STATIONS,

OFFSETS, AND ELEVATIONS

Ex. R/W

INSTALL NEW SIDEWALK RAMPS

SEE SHEET 8 FOR STATIONS,

OFFSETS, AND ELEVATIONS

INSTALL NEW SIDEWALK RAMPS

SEE SHEET 8 FOR STATIONS,

OFFSETS, AND ELEVATIONS

INSTALL NEW SIDEWALK RAMPS

SEE SHEET 8 FOR STATIONS,

OFFSETS, AND ELEVATIONS

Prop. TCE

Prop. R/W

Prop. TCE

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

SIGNS TO REMOVE

AND REPLACE

R10-101 (30"x36") Mount on Signal Mast Arm 3 New

R4-7 (24"x30"), OM-3L (12"x36") Mount on New Sign Post 1 New

NEW SIGNS

STRIPING TO BE PROVIDED BY CITY FORCES - PLAN SHEET

FOR REFERENCE ONLY. STRIPING IMPACTED BY SLURRY

SEAL OPERATIONS SHALL BE REPLACED IN KIND.

7TH ST SEC. LINE

MCDOWELL RD HCL

EXISTING RIGHT OF WAY

EXISTING EASEMENT

R/W = RIGHT-OF-WAY

TCE = TEMPORARY CONSTRUCTION EASEMENT

S/W E = SIDEWALK EASEMENT

PUE = PUBLIC UTILITY EASEMENT

DE = DRAINAGE EASEMENT

LE = LANDSCAPE EASEMENT

FOC = FACE OF CURB

PROPOSED RIGHT-OF-WAY

PROPOSED TCE

30'' R C

P W 30'' R

C P W

30'' R C

P W 30'' R

C P W

30'' R C

P W 30'' R

C P W

30'' R C

P W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W6'' DIP W

16'' DIP W

47'± Ex. FOC

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

PROPOSED FOUNDATION SCHEDULE

TYPENO.

PROPOSED JUNCTION BOX SCHEDULE

NO. TYPE

1 P70 321+17.77 73' LT

2 AP 321+25.93 62' LT

3 P70 320+89.50 56' RT

4 LP 320+76.95 67' RT

5 P70 319+51.13 72' RT

6 LP 319+43.81 61' RT

7 P70 319+78.34 60' LT

9 #7 321+21.99 68' LT

10 #7 320+82.49 63' RT

8 LP 319+96.35 81' LT

11 #7 319+46.52 69' RT

12 #7 319+91.78 67' LT

Ex. R/W

CAVE CREEK RD HCL

GREENWAY PKWY CENTERLINE

Ex. R/W

P PSP 319+50.33 93' RT

C CONT 319+52.25 87' RT

CoP ITS

CoP ITS (STUB OUT TO NORTH)

EXISTING RIGHT OF WAY

EXISTING EASEMENT

R/W = RIGHT-OF-WAY

TCE = TEMPORARY CONSTRUCTION EASEMENT

S/W E = SIDEWALK EASEMENT

PUE = PUBLIC UTILITY EASEMENT

DE = DRAINAGE EASEMENT

LE = LANDSCAPE EASEMENT

FOC = FACE OF CURB

234 LF 2.5" CONDUIT TO APS

POLE BY CONTRACTOR,

COORDINATE WITH APS FOR

EXACT LIMITS OF INSTALLATION

13 #7 321+43.18 54' LT

14 #7 319+55.10 88' RT

INSTALL

1 thru 8 See Foundation Schedule

9 thru 14 See Proposed Junction Box Schedule

1 2" Schedule 40 PVC = 410 L.F.

2 2 1/2" Schedule 40 PVC = 1479 L.F.

3 1" Schedule 40 PVC = 10 L.F.

C 8 Phase Controller Foundation - For Signal See Proposed Foundation Schedule

P Type B Power Service Pedestal Foundation w/ Battery Backup See Proposed Foundation Schedule

REMOVE

1 Traffic Signal Mast Arm & Foundation - 4

2 Traffic Signal Pole & Foundation - 6

3 Traffic Signal Junction Box - 6

4 Sign Removal - 2

5 Abandoned Foundation Removal - 1

C Ground Mounted Traffic Signal Controller - 1

47'± Ex. FOC

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

N ɸ 1 ɸ 2 ɸ 3 ɸ 4 ɸ 5 ɸ 6 ɸ 7 ɸ 8

Pedestrian Phase Protected Phase Permitted Phase

BarrierFYA - Flashing Yellow Arrow

FYA

Ex. R/W

CAVECREEK RD HCL

GREENWAY PKWY CENTERLINE

Ex. R/W

FYA

EQUIPMENT LIST

C 8 Phase Controller Cabinet - 1 New

P Type B Power Service Pedestal w/Battery Backup - 1 New

1 Traffic Signal Pole Type P70 - 4 New

2 Traffic Signal Pole Type AP - 1 New

3 Traffic Signal Pole Type LP - 3 New

4 60' (M55P70+E5) Signal Mast Arm - 2 New

5 65' (M55P70+E10) Signal Mast Arm - 2 New

6 5' Riser, Single Shoe - 4 New

7 5' Riser, Dual Shoe 90° Orientation- 1 New

8 20' Riser, Single Shoe - 1 New

9 Type F 12" Signal Head - 4 New Signal Pole Mount

10 Type F1 12" Signal Head - 12 New Mast Arm Mount w/Plumbizer

11 Type FA1 12" Signal Head, Left Arrow - 4 New Mast Arm Mount w/Plumbizer

12 Type FA 12" Signal Head, Left Arrow - 4 New Signal Pole Mount

Wireless Radio - 1 New

CCTV Camera - 1 New

Video Detection - 4 New

LED Luminaire - 7 New

Illuminated Street Sign - 4 New

Sign at Traffic Signal - 4 New

Pedestrian Head - 8 New

Pedestrian Push Buttons - 8 New

SIGN TO BE MOUNTED TO POLE

BELOW MAST ARM WITH

SUPPORT STRUCTURE PER CITY

OF MESA DETAIL NO. M-95.07

EXISTING RIGHT OF WAY

EXISTING EASEMENT

R/W = RIGHT-OF-WAY

TCE = TEMPORARY CONSTRUCTION EASEMENT

S/W E = SIDEWALK EASEMENT

PUE = PUBLIC UTILITY EASEMENT

DE = DRAINAGE EASEMENT

LE = LANDSCAPE EASEMENT

FOC = FACE OF CURB

30'' R C

P W 30'' R

C P W

30'' R C

P W 30'' R

C P W

30'' R C

P W 30'' R

C P W

30'' R C

P W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W

16'' D

IP W6'' DIP W

16'' DIP W

47'± Ex. FOC

ST89320171-1

TEL 602.748.1000

Phoenix, AZ 85020 Suite 105 7878 N. 16th Street

EXISTING RIGHT OF WAY

EXISTING EASEMENT

CONDUIT 1 CONDUIT 2

#10 Bare Copper #10 AWG White 3C IMSA Cable (SIGN) (1) 25C IMSA Cable

NWC Junction Box to P70 Pole1

#10 Bare Copper

#10 AWG White

Video Detection Cable (1)

CONDUIT 1 CONDUIT 2

#10 Bare Copper 3C IMSA Cable (LUM)

Detectible Mule Tape

Power Service Pedestal to #7 Junction BoxP1

CONDUIT 1

#10 Bare Copper #10 AWG Black

#10 AWG Green

Power Service Pedestal to Signal Controller

3C IMSA Cable (SIGN) 3C IMSA Cable (RADIO) 5C IMSA Cable

CONDUIT 1 CONDUIT 2

NEC Junction Box…

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

File details come from the government source that posted it. Updated Jul 20, 2026.