TRAFFIC CONTROL PLAN - · PDF file(Texas MUTCD) and TxDOT Traffic Engineering Standard Sheets...

8

9

11

13

15

1617

18

20

21

24

26

27

29

3031

32

35

36

37

38

39

4142

45

46

47

48

4950

19

28

IH-3

5

SH 1

30

SH 1

30

SH 71

SH 71

US

183

Pearce

FM 535

McAngus

Elro

y

Wol

fMoore

FM 812

Burleson

Fagerquist

McKenzie

Kella

m

FM 97

3

William Cannon

Elroy

Jacobson Linde

n

55

55

55 55

14

10

25

Varg

as

Thor

nber

ry

Emm

aBr

owni

ng

Thome Valley

Ross

Ross

33

34

Riverside

23

ABIA

40

51-54CoT

A

56

6

7

US 1

83

FM 969 TravisCountyExpoCenter

AustinCBD

Shuttle Locations

12

2243

44

SH 21FM 812

FM 535SH 21

SH 71

SH 21

Bastrop County

57

© 2012 KIMLEY-HORN AND ASSOCIATES, INC.

TRAFFIC CONTROL PLANPREPARED FOR THE

2012 UNITED STATES GRAND PRIXPREPARED BY

INDEX OF SHEETS

VICINITY MAP - NOT TO SCALE(512) 536-1458 [email protected] DEVELOPED: MAY 25, 2012 FOR THE MASS GATHERING PERMIT

PREPARED FOR

1 Contact Info and General Notes2 PLACEHOLDER (for potential future use)3 Summary of Quantities4A Pre-Event Schematic - With Kellam4B Pre-Event Schematic - Without Kellam5A Post-Event Schematic - With Kellam5B Post-Event Schematic - Without Kellam6 Downtown Shuttle Route7A Expo Center Shuttle Route (1 of 2)7B Expo Center Shuttle Route (2 of 2)8 SH 71 & FM 9739 SH 130 & SH 7110 SH 71 & Ross Road11 SH 71 & Wolf Lane12 SH 71 & SH 2113 US 183 & Metropolis Drive14 Ross Road & Thome Valley Drive15 US 183 & McKinney Falls Parkway16 FM 973 & Pearce Lane17 SH 130 & Pearce Lane18 Pearce Lane & Ross Road (W)19 Pearce Lane & Ross Road (E)20 Pearce Lane & Kellam Road21 Pearce Lane & Wolf Lane22 SH 21 & FM 53523 Ross Road & Heine Farm Road24 US 183 & Burleson Road25 Burleson Road & Emma Browning Avenue26 FM 973 & Elroy Road27 SH 130 & Elroy Road28 Elroy Road & Ross Road29 Elroy Road & McAngus Road30 Elroy Road & CoTA Boulevard/Kellam Road31 Elroy Road & Fagerquist Road32 Fagerquist Road & Linden Road33 Elroy Road & Jacobson Road34 Linden Road & Jacobson Road35 US 183 & FM 81236A-C FM 973 N & FM 812/McAngus Road37A-C FM 973 S & FM 81238 SH 130 & FM 81239 FM 812 & CoTA Boulevard40 FM 812 & Piland Triangle (W)41 FM 812 & Piland Triangle (E)42 FM 812 & Elroy Road43 FM 812 @ Travis County/Bastrop County Line44 SH 21 & FM 81245 US 183 & McKenzie Road46 FM 973 & McKenzie Road47 FM 973 & Moore Road48 SH 130 & Moore Road49 Moore Road & Burklund Farms Road50 US 183 & FM 97351-54 CoTA Boulevard55 US 183 & SH 71 Ramp Sign Layout56 SH 130 Ramp Sign Layout57 SH 21 Ramp Sign Layout

TxDOT Standard SheetsBarricades and Construction Details (BC)Typical Sign Requirements (TSR)

AUSTIN, TX 78701301 CONGRESS AVENUE, SUITE 220

DAVID SWEAZY, VICE PRESIDENT, OPERATIONSTBPE FIRM NO. F-928

DRAFT Sub

mittal 0

5/25/2

012

mailto:[email protected]

CONTACT INFORMATION

TRA

FFIC

CO

NTR

OL

PLA

NP

RE

PA

RED

FO

R

TEX

ASA

US

TIN

©

LOCATION OF PLACARD REVIEWER

LEGEND

VERTICAL PANEL

PROPOSED LANE GEOMETRY

TYPE I BARRICADER

TYPE III BARRICADE

TRAFFIC SIGN / PCMS

CONSTRUCTION FLAGTRAFFIC PRIORITY DIRECTION

TRAFFIC CONE TYPE II BARRICADE

NECESSARY OPERATIONAL PROCEDURES

NOTES:

- SET UP CONES AND BARRICADES- SET UP TEMPORARY SIGNS- COVER EXISTING CONFLICTING SIGNS

- SPEEDS SHOWN ON PLANS INDICATE DESIGN SPEEDS FOR THETRAFFIC CONTROL PLAN

- ALL TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE INACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUALON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD)

- ANY VARIATIONS TO THE TRAFFIC CONTROL PLAN MUST BEAPPROVED BY THE ENGINEER AND THE CITY/COUNTY/TXDOT

- CONTRACTOR SHALL PROVIDE ACCESS TO ALL BUSINESSESALONG ROADWAYS AT ALL TIMES

LOCATION OF TRAFFIC OFFICERT

DESCRIPTION QUANTITY

TRAFFIC CONES

BARRICADESSIGNS

TRAFFIC OFFICERS

TEMPORARY MARKERS

PCMSDRUMS

SCALE: 1" = 100

1000

PANELS (VP & OTLD)

DRUM

CO

NTA

CT

INFO

RM

ATIO

N &

GEN

ERAL

NO

TES

1

GEN

ERAL

City of AustinGary W. Schatz, P.E., PTOEAssistant DirectorTransportation Management505 Barton Springs Road, Suite 800Austin, TX [email protected]

Travis CountyDavid K. Greear, P.E.Traffic Program ManagerTransportation and Natural Resources411 W. 13th StreetPO Box 1748Austin, TX [email protected]

Lt. Jose Escribano, Jr.Travis County Sheriff's OfficePO Box 1748Austin, TX [email protected]

TxDOTImelda Barrett, P.E.DirectorTransportation Operations - Austin7901 N I-35Austin, TX [email protected]

Capital Metro Transportation AuthorityJames W. BushTransportation CoordinatorOperations2910 East Fifth StreetAustin, TX [email protected]

Jennifer A. GolechTransportation PlannerPlanning2910 East Fifth StreetAustin, TX [email protected]

Circuit of The AmericasDavid SweazyVice PresidentOperations301 Congress Avenue, Suite 220Austin, TX [email protected]

Kimley-Horn and Associates, Inc.Aaron W. Nathan, P.E., AICPVice President801 Cherry Street, Unit 11, Suite 950Fort Worth, TX [email protected]

GENERAL NOTES

1. Necessary Operational Procedures:1.1. Set-up cones, vertical panels, and barricades in accordance with

Pre-Event Plan;1.2. Set-up temporary signs;1.3. Cover existing conflicting signs;1.4. Coordinate with all existing traffic signal owners to modify signal

operations, as noted in the plans; and1.5. At the designated time (approximately 15 minutes after event start time),

transition from Pre-Event Plan to Post-Event Plan.2. Speeds shown on plans indicate design speeds for the traffic control plan.3. All traffic control signs and devices shall be placed and installed in accordance

with the latest edition of the Texas Manual on Uniform Traffic Control Devices(Texas MUTCD) and TxDOT Traffic Engineering Standard Sheets for Barricadeand Construction Standards.

4. Any variations to the traffic control plan shall be approved by the Engineer, theCity, and/or the County, as appropriate.

5. Contractor shall provide access to all businesses and residences alongroadways at all times.

6. Along all facilities with operations modified to full contra-flow, contractor shallplace one-way (R6-1) signs at all public streets and driveways, except thosedriveways serving a single-family dwelling unit.

CONTRA-FLOW AND MODIFIED ROADWAY SEGMENTS

The following assumes Kellam Road between Elroy Road and Pearce Lane is constructed.FULL = all lanes operating in one directionPARTIAL = two-way traffic with operations modified from typical conditions

Pre-EventFULL

Pearce Lane from SH 130 SBFR to Kellam RoadKellam Road from Pearce Lane to Elroy RoadMcAngus Road from FM 973 to Elroy Road (excluding portion serving the Taxi lot)

PARTIALFM 812 from ~500' west of FM 973 N to CoTA BoulevardFM 812 from Travis County / Bastrop County line to SH 21

Post-EventFULL

Pearce Lane from Kellam Road to SH 130 NBFRKellam Road from Elroy Road to Pearce LaneMcAngus Road from FM 973 to Elroy Road (excluding portion serving the Taxi lot)

PARTIALFM 812 from CoTA Boulevard to ~500' west of FM 973 NFM 812 from Elroy Road to SH 21

LIMITED ACCESS ROADWAY SEGMENTS

Shuttles, Taxis, and Local Residents Only (Pre- and Post-Event)Elroy Road from FM 973 to CoTA BoulevardFM 973 from Elroy Road to McAngus RoadMcAngus Road from FM 973 to Elroy Road

Emergency, CoTA Official, and Local Residents Only (Pre- and Post-Event)Moore Road from SH 130 to Maha Loop RoadMaha Loop Road from Moore Road to Piland Triangle

SHUTTLE REQUIREMENTS

Downtown : 36,250 people (estimated)@ 2 people / car = 18,125 parking spaces needed

Assumptions: 45 people / shuttle80 minutes / trip = 3 trips in 4 hours

# of Shuttles = (36,250 people) / (45 people / shuttle) / (3 trips) = 269 shuttles

Expo Center : 36,250 people (estimated)@ 2 people / car = 18,125 parking spaces needed

Assumptions: 45 people / shuttle70 minutes / trips = 3 trips in 3.5 hours

# of Shuttles = (36,250 people) / (45 people / shuttle) / (3 trips) = 269 shuttles

Total: # of Shuttles to serve 72,500 people = 269 + 269 = 538 Shuttles

ON-SITE VEHICLE SERVICE TIME CALCULATIONS(Service Time = Total time required to clear CoTA property, if all vehicles left

simultaneously)

Assumes Kellam Road between Elroy Road and Pearce Lane is constructed.

17,000 Vehicles On-Site (estimated)+5,000 Other Vehicles (estimated)22,000 Total Vehicles

Scenario 1 (700 vphpl)

Travel Lane Capacity = 700 vehicles / hour / lane# of Travel Lanes = 10 lanes (see Sheets 4A and 5A)System Capacity = 700 vehicles / hour / lane * 10 lanes = 7,000 vehicles / hour

Service Time = 22,000 vehicles / 7,000 vehicles / hour = 3.14 hours

Scenario 2 (1,000 vphpl)

Travel Lane Capacity = 1,000 vehicles / hour / lane# of Travel Lanes = 10 lanes (see Sheets 4A and 5A)System Capacity = 1,000 vehicles / hour / lane * 10 lanes = 10,000 vehicles / hour

Service Time = 22,000 vehicles / 10,000 vehicles / hour = 2.20 hours

DRAFT Sub

mittal 0

5/25/2

012









TRA

FFIC

CO

NTR

OL

PLA

NP

RE

PA

RED

FO

R

TEX

ASA

US

TIN

©

SUM

MAR

Y O

FQ

UA

NTI

TIES

PRE-3

PR

E-E

VEN

T

DRAFT Sub

mittal 0

5/25/2

012

TRA

FFIC

CO

NTR

OL

PLA

NP

RE

PA

RED

FO

R

TEX

ASA

US

TIN

©

SUM

MAR

Y O

FQ

UA

NTI

TIES

POST-3

PO

ST-

EVEN

T

DRAFT Sub

mittal 0

5/25/2

012

NORTHCIRCUIT OF THE AMERICAS

Transportation Management PlanPre-Event Plan

With Kellam Road

PR

E-E

VEN

TS

CH

EMAT

ICW

ITH

KEL

LAM

RO

AD

4A

PR

E-E

VEN

TTR

AFFI

C C

ON

TRO

L PL

ANP

RE

PAR

ED

FO

R

TEX

AS

AU

STI

N

©

DRAFT Sub

mittal 0

5/25/2

012


Transportation Management PlanPre-Event Plan

Without Kellam Road

PR

E-E

VEN

TS

CH

EMAT

ICW

ITH

OU

TK

ELLA

M R

OAD

4B

PR

E-E

VEN

TTR

AFFI

C C

ON

TRO

L PL

ANP

RE

PAR

ED

FO

R

TEX

AS

AU

STI

N

©

DRAFT Sub

mittal 0

5/25/2

012


Transportation Management PlanPost-Event Plan

With Kellam Road

TRAF

FIC

CO

NTR

OL

PLAN

PR

EPA

RE

D F

OR

TEX

AS

AU

STI

N

©

PO

ST-E

VEN

TS

CH

EMAT

ICW

ITH

KEL

LAM

RO

AD

5A

PO

ST-

EV

ENT

DRAFT Sub

mittal 0

5/25/2

012

NORTHCIRCUIT OF THE AMERICASTransportation Management Plan

Post-Event PlanWithout Kellam Road

TRAF

FIC

CO

NTR

OL

PLAN

PR

EPA

RE

D F

OR

TEX

AS

AU

STI

N

©

PO

ST-E

VEN

TS

CH

EMAT

ICW

ITH

OU

TK

ELLA

M R

OAD

5B

PO

ST-

EV

ENT

DRAFT Sub

mittal 0

5/25/2

012

MLK BOULEVARD

IH 3

5

RED

RIVE

R ST

REET

TRIN

ITY

STR

EET

15TH STREET

12TH STREET

SHUTTLE PICK-UP &DROP OFF LOCATION

TEXASSTATE

CAPITOL

ERWINSPECIALEVENTSCENTER

11TH STREET

SAN

JAC

INTO

BO

ULE

VAR

D

CO

NG

RES

S AV

ENU

EPOTENTIAL FORMULA FEST

7TH STREET

TT

T

TT T

T

INSTALL 61 CONESSPACED @ 10'(600' TOTAL DISTANCE)

HEALTHSOUTHREHABILITATION

HOSPITAL

TRA

FFIC

CO

NTR

OL

PLA

NP

RE

PA

RED

FO

R

TEX

ASA

US

TIN

©


LEGEND

VERTICAL PANEL


TYPE I BARRICADER

TYPE III BARRICADE

TRAFFIC SIGN / PCMS




NOTES:








TRAFFIC CONES

BARRICADESSIGNS

TRAFFIC OFFICERS

TEMPORARY MARKERS

PCMSDRUMS

SCALE: 1" = 100

1000

PANELS (VP & OTLD)

DRUM

DOWNTOWN

DO

WN

TOW

N

6

SCALE: 1" = 500

5000

NOTE:ALL SIGNALIZED INTERSECTIONS ALONG MLKBOULEVARD/FM 969 FROM TRINITY STREET TO SH130 SHALL GIVE PRIORITY TO THROUGH TRAFFIC(i.e., CoTA SHUTTLES) ON MLK BOULEVARD/FM 969.THESE INTERSECTIONS INCLUDE:

- TRINITY STREET- RED RIVER STREET- IH-35- COMAL STREET- CHICON STREET- CHESTNUT AVENUE- CEDAR AVENUE- ALEXANDER AVENUE- AIRPORT BOULEVARD- EM FRANKLIN BOULEVARD- SPRINGDALE ROAD- TANNEHILL LANE- US 183 S- US 183 N- CRAIGWOOD DRIVE- JOHNNY MORRIS ROAD- DECKER LANE- IMPERIAL DRIVE- FM 973

- TRAFFIC SIGNAL(S) AT THIS LOCATION CONTROLLED BYTHE CITY OF AUSTIN. IF THERE ARE ISSUES WITH THESIGNAL(S) DURING THE EVENT, PLEASE CONTACT THE CTECCOPERATOR AT (512) 974 - 0883.

61

- -- -

7

- -

- -- -- -

EVE

NT

DRAFT Sub

mittal 0

5/25/2

012

SHUTTLE PICK-UP &DROP OFF LOCATION

LOYOLA LANE(45 MPH)

DECKER LAKE ROAD

(50 MPH)

DECK

ER L

ANE

(60

MPH

)

T

T

T

T

GATE 2

GATE 1

GATE 4 SHUT

TLE

ONL

Y

GATE 3

600'

42" x 36"

42" x 42"

42" X 36"

42" x 42"42" x 36"

600'

42" x 36"

320'

42" X 36"

42" x 36"

TRA

FFIC

CO

NTR

OL

PLA

NP

RE

PA

RED

FO

R

TEX

ASA

US

TIN

©


LEGEND

VERTICAL PANEL


TYPE I BARRICADER

TYPE III BARRICADE

TRAFFIC SIGN / PCMS




NOTES:








TRAFFIC CONES

BARRICADESSIGNS

TRAFFIC OFFICERS

TEMPORARY MARKERS

PCMSDRUMS

SCALE: 1" = 100

1000

PANELS (VP & OTLD)

DRUM

EXPO CENTER (1 OF 2)

EXP

O C

EN

TER

(1 O

F 2)

7A

SCALE: 1" = 500

5000

- -

- -- -

- -- -

4

11- -

- TRAFFIC SIGNAL(S) AT THIS LOCATION CONTROLLED BYTHE CITY OF AUSTIN. IF THERE ARE ISSUES WITH THE SIGNALDURING THE EVENT, PLEASE CONTACT THE CTECC OPERATORAT (512) 974 - 0883.

EVE

NT

DRAFT Sub

mittal 0

5/25/2

012

DECKER LAKE ROAD

BLUE

BLUF

FRO

AD FM 9

73

SH 1

30

T

T

T T

TRA

FFIC

CO

NTR

OL

PLA

NP

RE

PA

RED

FO

R

TEX

ASA

US

TIN

©


LEGEND

VERTICAL PANEL


TYPE I BARRICADER

TYPE III BARRICADE

TRAFFIC SIGN / PCMS




NOTES:








TRAFFIC CONES

BARRICADESSIGNS

TRAFFIC OFFICERS

TEMPORARY MARKERS

PCMSDRUMS

SCALE: 1" = 100

1000

PANELS (VP & OTLD)

DRUM

EXPO CENTER (2 OF 2)

EXP

O C

EN

TER

(2 O

F 2)

7B

SCALE: 1" = 1000

10000

- -

- -- -

- -- -

4

- -- -

- TRAFFIC SIGNAL(S) AT THIS LOCATION CONTROLLED BYTHE CITY OF AUSTIN. IF THERE ARE ISSUES WITH THESIGNAL(S) DURING THE EVENT, PLEASE CONTACT THE CTECCOPERATOR AT (512) 974 - 0883.

EVE

NT

DRAFT Sub

mittal 0

5/25/2

012

TRAFFIC CONTROL PLAN - · PDF file(Texas MUTCD) and TxDOT Traffic Engineering Standard Sheets...

Documents

Transcript of TRAFFIC CONTROL PLAN - · PDF file(Texas MUTCD) and TxDOT Traffic Engineering Standard Sheets...