7-Plans Plans 6-13-25.pdf

0000 YU YUM T0419 01C

YUM-0(226)TDATA

RECORD DRAWING REC. DWG. DATE

REVISION DATES and STANDARD NO.'s REVIEW

NAME

ADOT STANDARD DRAWINGS

OF

PROJECT NO.

FEDERAL ID NO.

DATE

SIGNING & MARKING STANDARDS

1B-1 a2691 1/8/2024 7:52:41 PM Z:\AZDOT\Configuration\WorkSpaces\AZDOT-2021R1\WorkSets\Test_WorkSet\dgn\Traffic\1B-October2023-Sht1_MSC.dgn

ACCELERATION LANE

PAVEMENT MARKING FOR FREEWAY PARALLEL -M-15 SHT 4 6/14

FREEWAY LANE DROP PAVEMENT MARKINGSM-17 8/20

RAISED PAVEMENT MARKER PLAN LEGENDM-19 SHT 1 8/20

NON-REFLECTIVE RAISED PAVEMENT MARKER DETAILSM-19 SHT 2 6/14

RETROREFLECTIVE RAISED PAVEMENT MARKER DETAILSM-19 SHT 3 6/14

LANE DROP MARKING AND RAMP OR INTERSECTION GUIDE STRIPINGM-19 SHT 8 5/15

PAVEMENT MARKING CROSS-SECTION DETAILS FOR HIGHWAYS AND FREEWAYSM-19 SHT 9 8/20

LONGITUDINAL RUMBLE STRIP EXCEPTION DETAILSM-22 SHT 2 9/21

ENTRANCE AND EXIT RAMPS RUMBLE STRIP INSTALLATION DETAILSM-22 SHT 3 9/21

AND LOCATION DETAILS

CENTERLINE RUMBLE STRIP GROOVE, PATTERN - M-22 SHT 4 3/22

DELINEATION DETAILS FOR MEDIAN CROSSOVERSM-27 SHT 1 2/21

DELINEATOR FOUNDATION DETAILSM-26 SHT 5 2/21

GUARDRAIL END TERMINAL DELINEATION DETAILSM-34 6/14

PAVEMENT MARKING SYMBOLSM-10 SHT 2 6/14

OFF- MAINLINE REFERENCE MARKER LOCATION DETAILM-29 6/14

BRIDGE AND BARRIER MARKER DETAILSM-32 6/14

OBJECT MARKER FOR SAND BARREL CRASH CUSHIONM-35 6/14

DELINEATOR PLACEMENT AND SPACINGM-26 SHT 1 2/21

OBJECT MARKER PLACEMENT DETAILSM-24 6/14

OFF- MAINLINE REFERENCE MARKER DETAILSM-30 6/14

BRIDGE AND BARRIER MARKER PLACEMENT AND INSTALLATION DETAILSM-33 6/14

(RPM) FOR UNDIVIDED HIGHWAYS

RETROREFLECTIVE RAISED PAVEMENT MARKERSM-19 SHT 6 6/14

FREEWAY AND DIVIDED HIGHWAY EDGE LINE AND LANE STRIPINGM-19 SHT 7 8/20

PAVEMENT MARKING DETAILS FOR UNDIVIDED HIGHWAYSM-19 SHT 5 5/15

PAVEMENT LETTERSM-8 6/14

PAVEMENT MARKING SYMBOLSM-10 SHT 1 6/14

TURN LANE PAVEMENT MARKINGSM-11 6/14

PAVEMENT NUMBERSM-9 6/14

PARALLEL ACCELERATION LANE WITH HOV BYPASS

PAVEMENT MARKING FOR FREEWAY ENTRANCE RAMP -M-15 SHT 3 8/20

RETROREFLECTIVE RAISED PAVEMENT MARKER DETAILSM-19 SHT 4 6/14

AND LOCATION DETAILS

LONGITUDINAL RUMBLE STRIP GROOVE, PATTERN -M-22 SHT 1 9/21

OBJECT MARKER DETAILSM-23 6/14

DATE

REVISION

NUMBER

STANDARD

SIGNING AND MARKING DETAILS

SUBJECT :

ADOT STANDARD DRAWINGS

FLEXIBLE DELINEATOR ASSEMBLIESM-26 SHT 3 2/21

SQUARE STEEL POST DELINEATORM-26 SHT 4 2/21

STRIPING AND DELINEATION FOR TRUCK ESCAPE RAMPSM-14 6/14

WRONG-WAY ARROWSM-12 6/14

PREFERENTIAL LANE PAVEMENT MARKINGSM-13 1/19

TAPERED ACCELERATION LANE

PAVEMENT MARKING FOR FREEWAY ENTRANCE RAMP -M-15 SHT 1 8/20

RAILROAD PAVEMENT MARKINGSM-5 6/14

WORD MARKINGSM-6 6/14

PAVEMENT LETTERSM-7 6/14

CHIP SEAL MARKER USAGE FOR TEMPORARY MARKERSM-20 SHT 2 6/14

TRANSVERSE RUMBLE STRIP DETAILSM-21 6/14

CHIP SEAL MARKER USAGE FOR TEMPORARY MARKERSM-20 SHT 1 6/14 CURB MARKINGS FOR RAISED MEDIAN AND ISLANDSM-1 6/14

INTERSECTION STRIPINGM-2 SHT 1 1/20

INTERSECTION STRIPING (TWO-LANE RURAL)M-2 SHT 2 5/15

CENTERLINE AND REVERSE CURVE DETAILSM-2 SHT 3 6/14

STRIPING AND DELINEATION FOR FREEWAY TERMINALSM-3 6/14

PASSING LANE STRIPING DETAILSM-4 6/14

EFFECTIVE JUNE 2024

(SHEET 1 OF 2)

TRAFFIC SIGNING & MARKING STANDARDS

DELINEATOR PLACEMENT AND SPACINGM-26 SHT 2 2/21

1B-1

DATE

REVISION

NUMBER

STANDARD

PARALLEL ACCELERATION LANE

PAVEMENT MARKING FOR FREEWAY ENTRANCE RAMP -M-15 SHT 2 8/20

TAPERED DECELERATION LANE

PAVEMENT MARKING FOR FREEWAY EXIT RAMPS -M-16 SHT 1 8/20

PARALLEL DECELERATION LANE

PAVEMENT MARKING FOR FREEWAY EXIT RAMP -M-16 SHT 2 8/20

SIGNING AND MARKING DETAILS

SUBJECT :

DELINEATION DETAILS FOR MEDIAN CROSSOVERSM-27 SHT 2 2/21

CONTRAST LANE LINE FOR FREEWAY AND DIVIDED HIGHWAYM-19 SHT 10 6/24

LEAD-LAG CONTRAST PAVEMENT MARKINGS FOR CONCRETE PAVEMENTM-19 SHT 11 10/23

09/24D. SMITH

1B-2 14

NAME

ADOT STANDARD DRAWINGS

DATE

SIGNING & MARKING STANDARDS

ADOT STANDARD DRAWINGS

EFFECTIVE JUNE 2024

(SHEET 2 OF 2)

TRAFFIC SIGNING & MARKING STANDARDS

MILEPOST AND REFERENCE LOCATION SIGNSS-10 6/14

TAPERED TUBE SIGN STRUCTURE SINGLE BEAMS-11 SHT 1 11/22

SIGN INSTALLATION ON POLE BAND-TYPE CLAMPS-9 SHT 4 8/22

48, 60 AND 72 INCH WIDTHS

THREE POST FLAT SHEET RECTANGULAR SIGN ASSEMBLY -S-3 SHT 7 6/14

WARNING SIGN ASSEMBLY - SINGLE POSTS-3 SHT 9 6/14

WARNING SIGN ASSEMBLY - THREE POSTS-3 SHT 11 6/14

84 - 144 INCH WIDTHS

THREE POST FLAT SHEET RECTANGULAR SIGN ASSEMBLY -S-3 SHT 8 6/14

W SHAPE BREAKAWAY POST FUSE PLATE AND HINGE DETAILSS-4 6/14

SIGN INSTALLATION ON SIGNAL POLES-9 SHT 3 8/22

DATE

REVISION

NUMBER

STANDARD

SIGNING AND MARKING DETAILS

SUBJECT :

STRINGER DETAILS FOR SQUARE TUBE POSTSS-3 SHT 14 6/14

MULTIPLE ROUTE MARKER ASSEMBLIESS-3 SHT 12 6/14

SPECIAL SIGN ASSEMBLIESS-3 SHT 13 6/14

SQUARE TUBE SIGN POST FOUNDATIONS-3 SHT 15 6/14

36, 42 AND 48 INCH WIDTHS

TWO POST FLAT SHEET RECTANGULAR SIGN ASSEMBLY -S-3 SHT 4 6/14

54, 60 AND 72 INCH WIDTHS

TWO POST FLAT SHEET RECTANGULAR SIGN ASSEMBLY -S-3 SHT 5 6/14

84 - 144 INCH WIDTHS

TWO POST FLAT SHEET RECTANGULAR SIGN ASSEMBLY -S-3 SHT 6 6/14

GENERAL SIGNING NOTESS-1 SHT 1 4/19

S & W BREAKAWAY POST SELECTION CHARTS-2 SHT 1 6/14

S & W BREAKAWAY POST INSTALLATION DETAILSS-2 SHT 2 6/14

FLAT SHEET SIGNS SQUARE TUBE POST GENERAL NOTESS-3 SHT 1 6/14

12, 18 AND 24 INCH WIDTHS

SINGLE POST FLAT SHEET RECTANGULAR SIGN ASSEMBLY -S-3 SHT 2 6/14

30, 36, 42 AND 54 INCH WIDTHS

SINGLE POST FLAT SHEET RECTANGULAR SIGN ASSEMBLY -S-3 SHT 3 6/14

SQUARE TUBE POST SLIP BASE DETAILSS-3 SHT 16 6/14

S4x7.7 BREAKAWAY POST DETAILSS-6 6/22

ALUMINUM EXTRUSION SIGN PANEL DETAILSS-7 SHT 1 6/14

W SHAPE BREAKAWAY POST DETAILSS-5 6/22

ALUMINUM EXTRUSION AUXILIARY SIGN INSTALLATION DETAILSS-7 SHT 2 6/14

ALUMINUM EXTRUSION EXIT PANEL INSTALLATION DETAILS-7 SHT 3 5/15

FLAT SHEET ALUMINUM PANEL ON BREAKAWAY POSTS INSTALLATION DETAILS-8 SHT 1 6/14

ALUMINUM EXTRUSION SIGN TO PERFORATED POSTS INSTALLATION DETAILS-8 SHT 2 6/14

SIGN INSTALLATION ON POLES-9 SHT 1 8/22

TAPERED TUBE SIGN STRUCTURE SINGLE BEAM POST AND BEAM DETAILSS-11 SHT 2 4/19

WARNING SIGN ASSEMBLY - TWO POSTS-3 SHT 10 6/14

SIGN IDENTIFICATION DETAILSS-13 6/14

TYPE C AND D ARROWSS-12 SHT 2 6/14

C2 ARROW DETAILS-12 SHT 3 6/14

TYPE A, B, AND DOWN ARROWSS-12 SHT 1 6/14

DATE

REVISION

NUMBER

STANDARD

SIGNING AND MARKING DETAILS

SUBJECT :

ROTATING OPEN/CLOSED SIGNS-14 SHT 1 6/14

ROTATING OPEN/CLOSED SIGN DETAILSS-14 SHT 2 6/14

ROTATING OPEN/CLOSED SIGN MOUNTING DETAILS S-14 SHT 3 6/14

FOLDING RECTANGULAR SIGN ASSEMBLYS-15 SHT 1 6/14

FOLDING DIAMOND SIGN ASSEMBLYS-15 SHT 3 6/14

FOLDING RECTANGULAR SIGN OPERATIONS-15 SHT 2 6/14

TEMPORARY WOOD POSTS SELECTION CHARTS-16 SHT 2 4/19

TEMPORARY WOOD POSTSS-16 SHT 1 4/19

ALUMINUM GRAFFITI SHIELD SPLICE PLATES-18 SHT 5 7/19

ALUMINUM GRAFFITI SHIELD SIDE PANELS-18 SHT 8 7/19

ALUMINUM GRAFFITI SHIELD CORNERS-18 SHT 4 7/19

ALUMINUM GRAFFITI SHIELD FINS-18 SHT 6 7/19

PRECAST CONCRETE BARRIER STRUCTURAL DETAILSC-3 SHT 1 6/14

SAND BARREL CRASH CUSHION TYPICAL INSTALLATIONC-2 12/18

SAND BARREL CRASH CUSHIONC-1 12/18

ALUMINUM GRAFFITI SHIELD SPLICE PLATE FOR FINS-18 SHT 11 7/19

ALUMINUM GRAFFITI SHIELD LEFT TRANSITION FROM RIDERS-18 SHT 10 7/19

ALUMINUM GRAFFITI SHIELD RIGHT TRANSITION FROM RIDERS-18 SHT 9 7/19

PRECAST CONCRETE BARRIER PIN AND LOOP ASSEMBLYC-3 SHT 2 6/14

MEDIAN CROSSOVERC-4 SHT 1 6/14

BARRIER (TCB)

TYPICAL END TREATMENTS FOR DETOURS USING TEMPORARY CONCRETEC-4 SHT 2 6/14

BARRIER

APPROACH PLATE AND TRANSITION SECTION FOR TEMPORARY CONCRETEC-5 SHT 1 6/14

BARRIER

APPROACH PLATE AND TRANSITION SECTION FOR TEMPORARY CONCRETEC-5 SHT 2 6/14

END OF ROAD BARRICADES-17 6/14

ALUMINUM GRAFFITI SHIELD RIGHT RIDER SIDE PANELS-18 SHT 2 7/19

ALUMINUM GRAFFITI SHIELD EXIT AND GUIDE SIGN ASSEMBLYS-18 SHT 1 7/19

ALUMINUM GRAFFITI SHIELD TOP PANELS-18 SHT 7 7/19

ALUMINUM GRAFFITI SHIELD LEFT RIDER SIDE PANELS-18 SHT 3 7/19

SIGNS (BACK TO BACK) INSTALLATION ON POLES-9 SHT 2 8/22

1050 W. WASHINGTON STREET SUITE 114

TEMPE, ARIZONA 85288 T0419 01C

09/24

09/24

09/24

DWG NO.

DESIGN

DRAWN

DATE

CHECKED

NAME

ROUTE

LOCATION

TRACS NO. OF

NO.

SHEET

SHEETS

TOTAL

RECORD DRAWINGPROJECT NO.STATE

ARIZ.

F.H.W.A. Arizona Division

MILEPOST

STRUCTURE NO.

0000 YU YUM YUM-0(226)T

S. LICARI

S. LICARI

D. SMITH

DESIGN DATA SHEET

Avenue B to Main St

Avenue D to Pacific Ave

Avenue B to 4th Ave

Avenue D to Avenue C

INDEX OF SHEETS

Sheet TypeSheet No. Dwg. No.

GENERAL NOTES

GENERAL

No survey data was collected for this project

TRAFFIC

T-01.03-

9-14

4-5

1B-1, 1B-2

T-02.02

T-02.01

T-01.04

T-01.02

T-01.01

G-01.01

Standard Drawings

Pavement Marking Quantity Summary

Pavement Marking General Notes & Quantities

Roundabout Special Detail

Traffic Control Sequence

Traffic Control General Notes, Quantities, & Advance Warning Detail

Design Data Sheet

ADOT Standard Drawings

Face Sheetthis project.

No new right-of-way and easements are required for

Stake Laws and Section 107.15 of the Specifications.

The contractor shall comply with all current Blue

LENGTH OF PROJECT

3rd St/Giss Parkway

16th Street

32nd Street pavement marking plans.

Marking Standard Drawings (M&S-Series) and the in accordance with the current edition of the Signing and

The project roadway shall be striped by the contractor

MIDPOINT OF PROJECT

State Plane Coordinates

West Zone

Y=619,000

X=428,270

= 49,688' = 9.41 Miles

= 10,111'

= 26,369'

= 7,900'

= 5,308'

DESIGN DATA

4th Ave to Main St

Avenue B to 4th Ave

I-8 to Pacific Ave

Avenue D to I-8

Avenue A to 4th Ave

Avenue D to Avenue A

45mph

35mph

35mph

25mph

35mph

40mph

Posted Speed

3rd St/Giss Parkway

16th St

32nd St

G-01.01

2 14

.A.S.U ,ANOZI

RA

)l i vi C( r e e ni gn E l anoisseforP d e r e t si g e

R

O

N

ETACIFITR

E C

SMITH

DEREK

67086 den gi

S e t a D

5 16

CITY OF YUMA

ENGINEERING DEPARTMENT

UPGRADE PAVEMENT MARKING 4 CITYWIDE LOCATIONS

09/24

09/24

09/24

DWG NO.

DESIGN

DRAWN

DATE

CHECKED

NAME

ROUTE

SHEETS

TOTAL

RECORD DRAWINGPROJECT NO.STATE

D. SMITH

S. LICARI

S.GENTILE

& ADVANCE SIGNING DETAIL

GENERAL NOTES, QUANTITIES

TRAFFIC CONTROL

UNITELEMENT OF WORK

ESTIMATED DURATION

WARNING

ADVANCE

10WORKING DAYS

APPROXIMATE TRAFFIC CONTROL QUANTITIES *

item 7010005 Maintenance and Protection of Traffic.

under basis sum lump a on for paid be shall traffic protecting and maintaining for table this in shown not Items

Hour

Hour

Each-Day

Each-Day

Flagging Services (Uniformed Officer)

Flagging Services (Civilian)

Changeable Message Board (Contractor Furnished)

Truck-Mounted Attenuator or as directed by the Engineer.

17. Adjustments to the details of these traffic control plans and requirements and construction sequence may be necessary due to construction activities

6, 2009 Edition, Arizona Supplement to the 2009 MUTCD, and the ADOT Traffic Control Design Guidelines, 2019.

(MUTCD), Part construction. Traffic control plans and devices are to be prepared in accordance with the Manual on Uniform Traffic Control Devices control plan in accordance with Section 701 of the Specifications. The traffic control plan is subject to the approval of the Engineer before beginning

The construction sequence plan represents a suggested method for traffic control during construction. The contractor may prepare another traffic 16.

15. All drawings are schematic only and not to scale.

14. The contractor shall not utilize a flashing arrow panel in connection with any shifting taper.

13. When traffic control devices are not in use, they shall be moved behind the sidewalk and turned away from approaching traffic.

equivalent or greater than the reflective area of a Type 2 barricade.

12. The contractor may substitute Type 1 barricades for Type 2 barricades as long as the reflective area on the top panel of each Type 1 barricade is

"ROAD WORK AHEAD" and "SHOULDER WORK AHEAD" sign as directed by the Engineer to alert the public to the construction activities.

Where no closure is necessary but where there is construction alongside a roadway under construction, the contractor shall place a 48 x 48 inch 11.

10. Speed limit signing is preliminary and is subject to review and change by the Engineer as dictated by field conditions.

All construction signs shall have black letters on a fluorescent orange background, except as otherwise noted.9.

completion of construction activities.

as included in the price of the traffic control work. No further compensation will be made. These signs shall be removed within 24 hours after the earlier, but shall be covered or turned away from traffic until the start of work. The cost of covering or turning the traffic control signs shall be considered

Construction signs shall not be displayed to traffic more than 24 hours prior to the actual start of construction. The traffic control signs may be placed 8.

Channelizing devices shall be placed per specifications in MUTCD Section 6F.63.7.

Type C steady-burning yellow lights shall be mounted on every barricade.6.

Type A flashing warning lights shall be required on all nighttime construction signs except the "END ROAD WORK THANK YOU" sign.5.

Flags shall be mounted on top of all construction signs except the "END ROAD WORK THANK YOU" sign. 4.

Short-term signs may be installed on spring stands, at the height recommended by the spring stand manufacturer.3.

The retroreflective sheeting on all construction signs shall meet criteria established in Section 1007 of the Specifications.2.

shall be replaced by the contractor at no additional cost to the Department.

shall be considered included in the price of the Traffic Control bid items. No further compensation will be made. Any items damaged by the contractor store and reinstall items which have been removed or relocated in a manner approved by the Engineer. The cost for removal or relocation of covering

All existing signs in conflict with the construction signs shall be removed, relocated, or covered in place, as directed by the Engineer. The contractor shall 1.

TRAFFIC CONTROL NOTES:

QUANTITIES

TOTAL

1 & 2

ACTIVITIES

500'

500'

3rd St / Giss Pkwy

16th St

32nd St

A rt e ri a l/

C o ll e c to r C ro s s S tr e e t

2 1

1 2

Begin Work Zone

End Work Zone

500'

X X

X X

X

X X

X X

X

500'

X X

X X

X

X X

X X

X

(48"x36")

G20-2AZ

(36"x36") W20-1

1 2

SYMBOL LEGEND:

Sign on Spring Stand

XXXXX

XXXXX

Changeable Message Board (CMB)

Work Zone

T-01.01

.A.S.U ,ANOZI

RA

)l i e ni gn E l anoisseforP d e r e t si g e

R

O

N

ETACIFITR

E C

SMITH

DEREK

67086 den gi

S e t a D

5 16

CITY OF YUMA

09/24

09/24

09/24

DWG NO.

DESIGN

DRAWN

DATE

CHECKED

NAME

ROUTE

SHEETS

TOTAL

RECORD DRAWINGPROJECT NO.STATE

S. LCARI

S. LICARI

D. SMITH

SHEET 1 OF 2

CONSTRUCTION SEQUENCE

MAINTENANCE OF TRAFFIC

plans.

During construction activities complete all work in area not otherwise scheduled in these construction sequence4.

Close left and right turn lanes where appropriate utilizing sign R3-1 or R3-2. Space channelizing devices at 40'.6.

9:00 AM to 3:00 P.M. and between 9:00 PM to 5:00 A.M. unless otherwise approved by the Engineer.

Except during work hour restrictions as shown in the Special Provisions, lane restrictions are permitted between5.

Traffic Control Design Guidelines, 2019 edition.

ADOT supplement to the 2009 MUTCD. All references to "TTCDG" are to the Arizona Department of Transportation All references to "MUTCD" are to Part 6, Manual on Uniform Traffic Control Devices, 2009 edition and the2.

implementation.

requirements of the specifications. All revised traffic control plans shall be approved by the Engineer prior to shall develop traffic control plans suitable for the revised sequence of construction in accordance with the This construction sequence is not mandatory. If the contractor elects to deviate from this plan, the contractor1.

design and shall design and obtain design approval for each location from the engineer prior to installation.

The contractor shall identify all work zone access points, obtain approval from the engineer before beginning3.

MOT & Construction Sequence Notes:

COMMENTSTRAFFIC CONTROLCONSTRUCTION ACTIVITY

ACTIVITY

1 Install advance warning signs and devices

MAINTENANCE OF TRAFFIC & CONSTRUCTION SEQUENCE *

Partially close intersection per Figure 6H-24 of the MUTCD intersections

Install stop bars and crosswalk striping at arterial and signalized

Provide advance warning per detail shown on sheet T-01.01

Maintain traffic in all existing travel lanes

Temporary signs are to be placed on spring stands for the entire duration of the project

WORK AT INTERSECTIONS

Maintain at least one 11' lane in each direction on arterial streets

All travel lanes shall be open to traffic at the end of working hours

ADOT TTCDG, 2019

For roads in the ADOT system, partially close intersection per Figure SA-2 of the

TC-403 of the MCDOT Traffic Control Manual, 2015

For roads not in the ADOT system, partially close intersection per Typical Application streets with one lane in each direction

Install stop bars and crosswalk striping on local or collector cross

Maintain at least one 11' lane in each direction on arterial streets

All travel lanes shall be open to traffic at the end of working hours

4TH AVENUE

AVENUE B

ARIZONA AVE.

45TH AVENUE

AVENUE D

AVENUE A

45TH AVENUE

AVENUE D

FROM

MAIN ST.

4TH AVENUE

PACIFIC AVE.

ARIZONA AVE.

45TH AVENUE

4TH AVENUE

AVENUE C

45TH AVENUE

TO

2 LANES

1 LANE

3 LANES

2 LANES

1 LANE

2 LANES

1 LANE

RAISED

NONE

RAISED

STRIPED

NONE

STRIPED

STRIPED

STRIPED

GISS PARKWAY3RD ST. /

16TH ST.

32ND ST.

EACH DIRECTION

NO. OF LANES

TYPE

MEDIAN

PROJECT SEGMENT LANE SUMMARY

Three lanes begin West of intersection with Arizona Avenue and one EB lane with a striped median.

32nd St. between Avenue D and 45th Avenue consists of two WB lanes of medians and traveled way widths

Contractor shall determine limits of traffic control based on actual limits

Note: Limits of medians and number of traveled lanes are approximate.

COMMENTSTRAFFIC CONTROLCONSTRUCTION ACTIVITYACTIVITY

1 Install advance warning signs and devices

MAINTENANCE OF TRAFFIC & CONSTRUCTION SEQUENCE *

Partially close roundabout per detail on sheet T-01.04Install all striping in the closed quadrant of the intersection

Provide advance warning per detail shown on sheet T-01.01

Maintain traffic in all existing travel lanes

Temporary signs are to be placed on spring stands for the entire duration of the project

WORK AT GISS PKWY ROUNDABOUT

Maintain at least one 11' lane for travel in alternating directions

All travel lanes shall be open to traffic at the end of working hours

T-01.02

.A.S.U ,ANOZI

RA

)l i e ni gn E l anoisseforP d e r e t si g e

R

O

N

ETACIFITR

E C

SMITH

DEREK

67086 den gi

S e t a D

5 16

CITY OF YUMA

09/24

09/24

09/24

DWG NO.

DESIGN

DRAWN

DATE

CHECKED

NAME

ROUTE

SHEETS

TOTAL

RECORD DRAWINGPROJECT NO.STATE

S. LICARI

S. LICARI

D. SMITH

SHEET 2 OF 2

CONSTRUCTION SEQUENCE

MAINTENANCE OF TRAFFIC

COMMENTSTRAFFIC CONTROLCONSTRUCTION ACTIVITY

ACTIVITY

1 Install advance warning signs and devices

MAINTENANCE OF TRAFFIC & CONSTRUCTION SEQUENCE *

Transportation (MCDOT) Traffic Control Manual, 2015

Close right lane per Typical Application TC-223 of the Maricopa County Dept. of Install white edge line striping (where present)

Provide advance warning per detail shown on sheet T-01.01

Maintain traffic in all existing travel lanes

Temporary signs are to be placed on spring stands for the entire duration of the project

1 LANE EACH DIRECTION WITH STRIPED MEDIAN

Maintain at least one 11' lane in each direction on arterial streets

All travel lanes shall be open to traffic at the end of working hours

MCDOT Traffic Control Manual, 2015

Close center lane per Typical Application TC-222 or Typical Application TC-223 of the Install yellow median line striping

Maintain at least one 11' lane in each direction on arterial streets

All travel lanes shall be open to traffic at the end of working hours

COMMENTSTRAFFIC CONTROLCONSTRUCTION ACTIVITY

ACTIVITY

1 Install advance warning signs and devices

MAINTENANCE OF TRAFFIC & CONSTRUCTION SEQUENCE *

"Keep Right" signs assumed in quantities)

Close right lane per Figure SA-5(R) of the ADOT TTCDG, 2019. (Optional R4-8a Install white lane line striping between the middle and right-most lanes

Provide advance warning per detail shown on sheet T-01.01

Maintain traffic in all existing travel lanes

Temporary signs are to be placed on spring stands for the entire duration of the project

3 LANES EACH DIRECTION WITH RAISED MEDIAN

2 LANES EACH DIRECTION WITH RAISED MEDIAN

Maintain at least one 11' lane in each direction on arterial streets (two lanes in each direction)

All travel lanes shall be open to traffic at the end of working hours

"Keep Right" signs assumed in quantities)

Close left lane per Figure SA-5(L) of the ADOT TTCDG, 2019. (Optional R4-7a Install white lane line striping between the middle and left-most lanes

Maintain at least two 11' lane in each direction on arterial streets (three lanes in each direction)

All travel lanes shall be open to traffic at the end of working hours

COMMENTSTRAFFIC CONTROLCONSTRUCTION ACTIVITY

ACTIVITY

1 Install advance warning signs and devices

MAINTENANCE OF TRAFFIC & CONSTRUCTION SEQUENCE *

Close lane per Figure 6H-10 of the MUTCD centerline striping

Install one direction of white edge line striping (where present) and

Provide advance warning per detail shown on sheet T-01.01

Maintain traffic in all existing travel lanes

Temporary signs are to be placed on spring stands for the entire duration of the project

1 LANE EACH DIRECTION WITH NO MEDIAN

* See Standard Specifications and Special Provisions Section 104 for construction activity restrictions. Construction activities and traffic control shall be adjusted to accomodate restrictions.

Maintain one 11' lane for travel in alternating directions

All travel lanes shall be open to traffic at the end of working hours.

3 Close lane per Figure 6H-10 of the MUTCD, 2023Install white lane line striping in the opposing direction (where present)

Maintain one 11' lane for travel in alternating directions

All travel lanes shall be open to traffic at the end of working hours.

COMMENTSTRAFFIC CONTROLCONSTRUCTION ACTIVITY

ACTIVITY

1 Install advance warning signs and devices

MAINTENANCE OF TRAFFIC & CONSTRUCTION SEQUENCE *

"Keep Right" signs assumed in quantities)

Close right lane per Figure SA-5(R) of the ADOT TTCDG, 2019. (Optional R4-8a Install white edge line striping (where present)

Provide advance warning per detail shown on sheet T-01.01

Maintain traffic in all existing travel lanes

Temporary signs are to be placed on spring stands for the entire duration of the project

2 LANES EACH DIRECTION WITH STRIPED MEDIAN

Maintain at least one 11' lane in each direction on arterial streets

All travel lanes shall be open to traffic at the end of working hours

"Keep Right" signs assumed in quantities)

Close left lane per Figure SA-5(L) of the ADOT TTCDG, 2019. (Optional R4-7a Install yellow median line striping and dashed line striping

Maintain at least one 11' lane in each direction on arterial streets

All travel lanes shall be open to traffic at the end of working hours

T-01.03

.A.S.U ,ANOZI

RA

)l i e ni gn E l anoisseforP d e r e t si g e

R

O

N

ETACIFITR

E C

SMITH

DEREK

67086 den gi

S e t a D

5 16

CITY OF YUMA

09/24

09/24

09/24

DWG NO.

DESIGN

DRAWN

DATE

CHECKED

NAME

ROUTE

SHEETS

TOTAL

RECORD DRAWINGPROJECT NO.STATE

ROUNDABOUT SPECIAL DETAIL

MAINTENANCE OF TRAFFIC

D. SMITH

S. LICARI

S. LICARI

T-01.04

.A.S.U ,ANOZI

RA

)l i e ni gn E l anoisseforP d e r e t si g e

R

O

N

ETACIFITR

E C

SMITH

DEREK

67086 den gi

S e t a D

5 16

CITY OF YUMA

09/24

09/24

09/24

DWG NO.

DESIGN

DRAWN

DATE

CHECKED

NAME

ROUTE

SHEETS

TOTAL

RECORD DRAWINGPROJECT NO.STATE

S. LICARI

S. LICARI

D. SMITH

GENERAL NOTES & QUANTITY SUMMARY

PAVEMENT MARKING

Pavement Marking Notes

Dotted Guide Lines on ADOT roads shall be 6" wide (deviation from Yuma Std. 10-025) reimbursed under item 7040074 Pavement Symbol (Extruded Thermoplastic)(Alkyd)(0.090") for the thermoplastic arrows.

Each thermoplastic single arrow will be reimbursed as a single symbol regardless of the size or configuration of the arrow(s). Each symbol will be that may be damanged as part of the striping operation at no cost to the Department.

The Contractor shall preserve all existing pavement markers on the roadway. The Contractor shall be responsible for replacing all pavement markers

All dimensions are in feet unless otherwise noted on the plans or detail drawings.

The Engineer may modify the pavement markings.

The Contractor shall preserve all roadway permanent signing, object markers, and milepost markers.

thermoplastic pavement markings. No separate payment will be made for cleaning and preparing the roadway surface.

of all pavement markings. The roadway surface shall be dry and the air and pavement temperatures shall not be less than 55° F for the placement of

The Contractor shall clean the roadway surface to the satisfaction of the Engineer, by sweeping and air-jet blowing, immediately prior to the placement as directed by the Engineer.

The new pavement markings shall be 90 mil (0.090 inch) thick Alkyd Extruded Thermoplastic reflectorized striping placed over the existing striping or marking unless directed otherwise by the Engineer.

There will be no pavement marking plans as part of this project. The new striping, lines, legend, and symbols shall be overtop the existing pavement

9.

8.

7.

6.

5.

4.

3.

2.

1.

APPROXIMATE PAVEMENT MARKING QUANTITIES

* Pavement marking pay quantity based on equivalent 4" wide stripe unless otherwise noted

ITEM DESCRIPTION

PAVEMENT MARKING (WHITE EXTRUDED THERMOPLASTIC) (0.090")

PAVEMENT MARKING (YELLOW EXTRUDED THERMOPLASTIC) (0.090")

PAVEMENT MARKING (TRANSVERSE) (THERMOPLASTIC) (ALKYD) (0.090")

PAVEMENT LEGEND (EXTRUDED THERMOPLASTIC) (ALKYD) (0.090")

PAVEMENT SYMBOL (EXTRUDED THERMOPLASTIC) (ALKYD) (0.090")

BID ITEM

7040005

7040006

7040072

7040073

7040074

TOTAL

64,090

92,683

19,020

PAY QUANTITY

97,186*

139,144*

65,835*

UNIT

L. FT.

L. FT.

L. FT.

EACH

EACH

Exst 4" Stripe

New 6" Stripe new and exst stripes Maintain exst separation between

(TYP)

2"

TYPICAL SECTION

DOUBLE YELLOW STRIPE APPLICAITON

(SHARK TOOTH) DETAIL

YIELD LINE

24"

Solid White Fill

36"

Match Exst Spacing

12"

T-02.01

.A.S.U ,ANOZI

RA

)l i e ni gn E l anoisseforP d e r e t si g e

R

O

N

ETACIFITR

E C

SMITH

DEREK

67086 den gi

S e t a D

5 16

CITY OF YUMA

09/24

09/24

09/24

DWG NO.

DESIGN

DRAWN

DATE

CHECKED

NAME

ROUTE

SHEETS

TOTAL

RECORD DRAWINGPROJECT NO.STATE

S. LICARI

S. LICARI

D. SMITH

QUANTITY SUMMARY

PAVEMENT MARKING

Striping Quantity Notes southern, respectively).

Cross-street crosswalks, stop bars, and cat tracks at intermediate segment intersections were included in the following sequential segment (eastern or

Only cross-walk striping and stop bars on cross streets are included in these quantities.

Crosswalk striping at HAWK on 32nd St. west of Avenue A is omitted from these quantities.

Striping on 16th St. within ADOT maintenance limits (bridge over I-8) is omitted from these quantities. Limits are approximately 60' from the stop bars.

4.

3.

2.

1.

T-02.02

.A.S.U ,ANOZI

RA

)l i e ni gn E l anoisseforP d e r e t si g e

R

O

N

ETACIFITR

E C

SMITH

DEREK

67086 den gi

S e t a D

5 16

CITY OF YUMA

YUMA STANDARD DRAWINGS

CONSTRUCTION STANDARDS

a2691 8/1/2023 12:53:39 PM Z:\AZDOT\Configuration\WorkSpaces\AZDOT-2021R1\WorkSets\Test_WorkSet\dgn\Traffic\1B-November2022-Sht1_MSC.dgn

9 14 a2691 8/1/2023 12:53:39 PM Z:\AZDOT\Configuration\WorkSpaces\AZDOT-2021R1\WorkSets\Test_WorkSet\dgn\Traffic\1B-November2022-Sht1_MSC.dgn

10 14 a2691 8/1/2023 12:53:39 PM Z:\AZDOT\Configuration\WorkSpaces\AZDOT-2021R1\WorkSets\Test_WorkSet\dgn\Traffic\1B-November2022-Sht1_MSC.dgn

11 14

MCDOT STANDARD DRAWINGS

a2691 8/1/2023 12:53:39 PM Z:\AZDOT\Configuration\WorkSpaces\AZDOT-2021R1\WorkSets\Test_WorkSet\dgn\Traffic\1B-November2022-Sht1_MSC.dgn

12 14

MCDOT STANDARD DRAWINGS

a2691 8/1/2023 12:53:39 PM Z:\AZDOT\Configuration\WorkSpaces\AZDOT-2021R1\WorkSets\Test_WorkSet\dgn\Traffic\1B-November2022-Sht1_MSC.dgn

13 14

MUTCD STANDARD DRAWINGS

a2691 8/1/2023 12:53:39 PM Z:\AZDOT\Configuration\WorkSpaces\AZDOT-2021R1\WorkSets\Test_WorkSet\dgn\Traffic\1B-November2022-Sht1_MSC.dgn

14 14