MOHAMED K. BUR, P.E. - DISTRICT ENGINEER CONCEPTUAL ...

1
439.83 445.43 444.27 455.04 458.75 457.54 501.02 T T T T T T T T T T T T T T T T T T T T T T T T T T NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE NO CODE ROAD U/C AREA U/C AREA U/C AREA U/C HV-500 HV-501 HV-502 HV-503 HV-504 HV-505 HV-506 HV-507 HV-508 HV-509 HV-510 HV-511 HV-513 HV-514 HV-515 HV-516 466.81 459.49 459.91 465.21 468.65 474.34 479.68 481.02 496.27 486.47 495.26 443.70 451.35 457.22 446.13 458.83 GATE GATE GATE GATE GATE GATE s s s s s s s s s s AREA U/C RUINS FH FH FH GUY GUY(2) GUY GUY GUY FH FH VLV FH LP METER PARKING METER PARKING ELM STREET SIGN MAIN STREET TSLP 5 7 CENTERLINE EXISTING I-345 CENTERLINE EXISTING I-345 CENTERLINE EXISTING I-345 I N T E R S T A T E 3 0 E A S T I N T E R S T A T E 3 0 W E S T E X I T O N L Y H a l l S t T O I N T E R S T A T E 3 0 D o w n t o w n M a l c o m X B l v d C a n t o n S t E X I T O N L Y T O I N T E R S T A T E 3 5 E E X I T O N L Y D o w n t o w n C e a s a r C h a v e z B l v d D o w n t o w n H a l l S t H C a n t o n S t E X I T O N L Y D o w n t o w n D o w n t o w n 54 5 + 00 550 + 00 555 + 00 560 + 0 0 5 6 5 + 00 57 0 + 0 0 575 + 00 58 0 + 00 585 + 00 590 + 00 59 5 + 00 60 0 + 0 0 605 + 00 610 + 00 615 + 0 0 6 20 + 00 6 2 5 + 0 0 6 30 + 0 0 6 3 5 + 00 640 + 00 64 5 + 0 0 650 + 0 0 6 55 + 0 0 6 6 0 + 0 0 6 6 5 + 00 670 + 00 675 + 00 680 + 00 685 + 0 0 69 0 + 00 6 9 5 + 0 0 HA LL HA LL R O S S R O SS TE XA S L I VE O A K BR YAN GA S T ON C AN T ON C O MME RC E MA I N EL M M A L C O L M X DAWS ON GO O D L A T I M E R C E S A R C HAV EZ HA R W OOD P A R K H A LL G O OD L A T I M E R DAR T R AI L O P E R AT I ON S O R LE AN S L O U I S E C E S A R C HAV EZ HA R W OOD E L M MA I N C O MME R C E P E A R L C A N T ON L I VE OAK T AY L O R R OU T H S AN J A C I N T O W O OD A LL R OD G E R S P A C I F I C CR O W D U S DAWS ON F E RR I S H I C KO R Y S W I SS DAR T D 2 P E A R L AL L I P S C O M B WAY C H E S T NU T J E FF R I E S M AR T I N L U T H E R K I NG J R H E N R Y HA W K I N S A LLE N C L A R K S AN J A C I N T O F L O R E N C E F L O R A A NN W I LL I A MS W A Y YOUNG A R T S P L A Z A E U R E KA B AY L O R C E S A R C HA V E Z Park Urban F.A.R.M Gardens Urban Deep Ellum Central Bark Park Park Schepps Julius Plaza Carpenter Construction) (Under Park Carpenter Proposed Mainlanes Proposed Frontage Roads Proposed Ramps and Direct Connectors Existing ROW Existing Property Limits Proposed Direction of Traffic LEGEND DART Track Proposed Sidewalk Proposed Bridge Project By Others Removal Areas Pavement Under Separate Contract Bridge Under Separate Contract Existing Direction of Traffic DART D2 Proposed ROW (To Build I-345) Proposed ROW (To Build I-30) (TxDOT Limits of Construction) Proposed Cross Streets (City of Dallas Limits of Construction) Proposed Cross Streets (TxDOT Responsibility) Potential Displacements (City of Dallas Responsibility) Potential Displacements Centerline Potential Surplus ROW Proposed Storm Water Detention Vault Park potential for re-development (TBD) Park land within TxDOT ROW with Potential Cap (future use TBD) ROADWAY TYPE DESIGN SPEED 40 MPH FRONTAGE ROADS CROSS STREETS GENERAL PURPOSE LANES 50 MPH 30 MPH 40 MPH RAMPS 40 MPH DIRECT CONNECTORS HIGHWAY CLASSIFICATION URBAN FREEWAY NOT TO SCALE DALLAS COUNTY ROLL 1 OF 1 DISTRICT DALLAS DALLAS DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION 35E INTERSTATE 35E INTERSTATE 30 INTERSTATE 30 INTERSTATE 35E INTERSTATE 45 INTERSTATE 345 INTERSTATE 30 INTERSTATE 35E INTERSTATE 175 75 30 INTERSTATE FROM SOUTH OF I-30 TO SP 366 CSJ: 0092-14-094 C 2021 by Texas Department of Transportation; All rights reserved SERIAL NO. 101321 PROJECT LENGTH - 1.4 MILES CONCEPTUAL ALTERNATIVE MOHAMED K. BUR, P.E. - DISTRICT ENGINEER DALLAS COUNTY I-345 FEASIBILITY STUDY 0092-14-094 END CSJ: END PROJECT 0092-14-094 BEGIN CSJ: BEGIN PROJECT OR PERMIT PURPOSES. CONSTRUCTION, BIDDING NOT INTENDED FOR NOTES: HORIZONTAL 100 200 DATE APPROVED DATE SUBMITTED DATE REVISED 0 NICOLE M. CARRILLO, P.E. UNDER THE SUPERVISION OF: PREPARED BY HNTB DATE: JUNE 18, 2021 REVIEW. INPUT AND TECHNICAL RESULTING FROM PUBLIC FURTHER DEVELOPMENTS TO CHANGE BASED ON PRELIMINARY SUBJECT PROJECT. COST TO ACCOMMODATE DECK PARKS/PLAZAS IS NOT INCLUDED IN THE CURRENT COST ESTIMATES. REQUIREMENTS HAVE NOT BEEN STUDIED YET AND WOULD BE DETERMINED AT A LATER PHASE OF THE WILL WORK WITH THE CITY TO ACCOMMODATE ACCORDINGLY. TUNNEL VENTILATION OR FIRE SUPRESSION DALLAS. THE CITY WOULD BE RESPONSIBLE FOR FUNDING AND BUILDING DECK PARKS/PLAZAS BUT TXDOT 15. POTENTIAL DECK PARKS/PLAZAS LOCATIONS ARE FEASIBLE AND BEING COORDINATED WITH THE CITY OF AND PUBLIC INPUT. DRIVEWAY LOCATIONS ARE SUBJECT TO CHANGE PENDING FURTHER DESIGN INPUT. 14. SIDEWALK INTERSECTION ADA RAMP LOCATIONS NOT YET SHOWN, PENDING FURTHER DESIGN, ANALYSIS DURING THE ROW ACQUISITION PROCESS. EXISTING BUILDING STRUCTURE. ACTUAL DAMAGES TO THE BUILDING AND PROPERTY TO BE DETERMINED 13. BUILDINGS ARE SHOWN AS POTENTIAL DISPLACEMENT IF THE PROPOSED ROW PHYSICALLY INTERSECTS THE SIGNS WILL BE DEVELOPED AT A LATER PHASE OF THE PROJECT. PUBLIC TO UNDERSTAND ACCESS. A LARGE GUIDE SIGN SCHEMATIC THAT INCLUDES ADVANCED WARNING PHASE OF THE PROJECT. LARGE GUIDE SIGNS ARE ONLY SHOWN AT THE EXIST GORE LOCATIONS TO AID THE 12. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND WILL BE DEVELOPED AT A LATER (UNLESS NOTED OTHERWISE). 11. EXISTING PAVEMENT/BRIDGE LOCATED WITHIN LIMITS OF PROPOSED RECONSTRUCTION WILL BE REMOVED PAVING CAN NOT BE ACHIEVED, CHANNELIZATION METHODS WILL BE IMPLEMENTED IN FINAL DESIGN. SPACING BETWEEN RAMPS AND DRIVEWAYS, SIDESTREETS OR CROSS STREETS. WHEN THE DESIRABLE 10. WHERE POSSIBLE, NEW AND REVISED EXIT AND ENTRANCE RAMPS ARE DESIGNED TO MEET THE DESIRABLE 9. RETAINING WALL AND NOISE WALL LOCATIONS NOT YET SHOWN. PENDING FURTHER DESIGN AND ANALYSIS. COORDINATION WITH THE LOCAL GOVERNMENTS. LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED IN THE PS&E DEVELOPMENT PHASE IN 8. MEDIAN OPENINGS ARE PRELIMINARY BASED ON COORDINATION WITH LOCAL GOVERNMENT. FINAL STREETS WHERE FEASIBLE. CONTINUOUS SHARED USE PATH WITH A BUFFER ALONG FRONTAGE ROADS AND SIDEWALKS ALONG CROSS 7. PEDESTRAIN AND BICYCLE ACCESS IS PRELIMINARY AND SUBJECT TO CHANGE. THE INTENT IS TO HAVE IMPROVEMENTS. ANTICIPATED CONSTRUCTION TIME FOR CITY STREETS IS TO BE DETERMINED. TxDOT ARE WORKING TOGETHER TO COORDINATE PROPOSED ALTERNATIVES AND THE CITY STREET 6. THE CITY STREETS ADHERE TO THE CITY OF DALLAS 2016 THOROUGHFARE PLAN. THE CITY OF DALLAS AND DETERMINED. 5. THE I-345 PROJECT IS NOT CURRENTLY FUNDED. ANTICIPATED CONSTRUCTION TIME OF I-345 IS TO BE NCTCOG, DART, TxDOT AND OTHER AGENCIES. 4. THE DART D2 ALIGNMENT IS PRELIMINARY, SUBJECT TO CHANGE PENDING FURTHER COORDINATION WITH NOTED OTHERWISE. 3. ALL DIMENSIONS ARE TO THE NOMINAL FACE OF CURB, EDGE OF PAVEMENT, RAIL, BARRIER OR WALL UNLESS 2. AERIAL IMAGERY IS FROM 2018. THE BACKGROUND PICTURE MIGHT NOT REFLECT THE LATEST DEVELOPMENTS. ADDITIONAL ROW SURVEY AND FIELD INVESTIGATION PENDING ALTERNATIVE DEVELOPMENT. FILES PROVIDED BY TxDOT IN SEPTEMBER 2019 AND SUPPLEMENTAL EXISTING ROW IN JUNE 2020. 1. EXISTING ROW SHOWN IS APPARENT ROW, NOT SURVEYED ROW. THE EXISTING ROW WAS COMBINED FROM P R EL I M I NA R Y P r e l i m i n a r y , S u b j ec t t o C h a n g e P R EL I M I NA R Y P r e l i m i n a r y , S ub j ec t t o C h a ng e P R EL I M I NA R Y P r e l i m i n a r y , S u b j e c t t o C h a n g e P R EL I M I NA R Y P r e li m i n a r y , S ub j ec t t o C h a ng e REMOVAL ALTERNATIVE CONSTRUCTABILITY/PHASING AND IMPACTS TO EXISTING UTILITIES. PUBLIC INPUT, TECHNICAL REVIEW, FURTHER EVALUATION OF BASED ON FURTHER DEVELOPMENTS RESULTING FROM PRELIMINARY CONCEPT. SUBJECT TO CHANGE B B A A REMOVAL ALTERNATIVE CONSTRUCTABILITY/PHASING AND IMPACTS TO EXISTING UTILITIES. PUBLIC INPUT, TECHNICAL REVIEW, FURTHER EVALUATION OF BASED ON FURTHER DEVELOPMENTS RESULTING FROM PRELIMINARY CONCEPT. SUBJECT TO CHANGE A LLE N

Transcript of MOHAMED K. BUR, P.E. - DISTRICT ENGINEER CONCEPTUAL ...

Page 1: MOHAMED K. BUR, P.E. - DISTRICT ENGINEER CONCEPTUAL ...

439.83

445.43

444.27

455.04

458.75

457.54

501.02

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

s

T

T

T

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DENO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

RO

AD

U/

C

AR

EA

U/

C

AR

EA

U/

C

AR

EA

U/

C

HV-500

HV-501

HV-502

HV-503

HV-504

HV-505

HV-506

HV-507

HV-508

HV-509

HV-510

HV-511

HV-513

HV-514

HV-515

HV-516

466.81

459.49

459.91

465.21

468.65

474.34

479.68

481.02

496.27

486.47

495.26

443.70

451.35

457.22

446.13

458.83

GA

TE

GA

TE

GA

TE

GA

TE

GA

TE

GA

TE

s

s s

ss

sss

s

s

T

T

T

T

T

T

T

T

T

T

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

AR

EA

U/

C

RUI

NS

SD

SD

SD

J

JJ

SD

SD

SD

SD

J

J

SD

J

J

SD

SD

J

SD

SD

SD

J

J

J

J

FH

J

J

J

SD

SD

SD

J

J

SD

J

J

SD

J

J

J

J

J

SD

SD

J

JJ

FH

JSD

FH

SD

SD

GU

Y

GU

Y(2)

GU

Y

GU

Y

GU

Y

SD

SD

FH

SD

SD

FH

VL

V

SD

SD

SD

J

J

J

J

SD

J

SD

SD

J

J

J

SD

J

J

J

J

J

SD

J

J

J

SD

J

J

SD

J

J

J

J JJ

J

J

J

SD

SD

J

SD

J

SD

SD

J

J

SD

FH

LP

SD

J J

J

SD

J

SD

SD

SD

ME

TE

R

PA

RKI

NG

ME

TE

R

PA

RKI

NG

EL

M S

TR

EE

T SI

GN

MAI

N S

TR

EE

T

TS

LP

57

CENTERLINE

EXISTING I-345

CENTERLINE

EXISTING I-345

CENTERLINE

EXISTING I-345

INTERSTATE

30E ASTINTERSTATE

30W EST EXIT O N LY

Hall St

TO

INTERSTATE

30

Dow ntow n

M alcom X Blvd

Canton St

EXIT ONLY

TO

INTERSTATE

35E

EXIT ONLY

Dow ntow n

Ceasar Chavez Blvd

Dow ntow n

Hall St

H

Canton St

EXIT O N LY

Dow ntow n

Dow ntow n

545+00

550+00

555+00

560+00

565+00

570+00

575+00

580+00

585+00 590+00

595+00

600+00

605+00

610+00

615+0

0

620+0

0

625+0

0

630+0

0

635+0

0

640+00

645+00

650+00

655+00

660+00

665+00

670+00

675+00

680+00

685+00

690+00

695+00

HALL

HALL

ROSS

ROSS

TEXAS

LIV

E

OA

K

BR

YA

NGA

ST

ON

CA

NT

ON

CO

MM

ER

CE

MAIN

EL

M

MALCOLM X

DA

WS

ON

GOOD LATIMER

CESAR CHAVEZ

HARWOOD

PARK

HA

LL

GOOD LATIMER

DA

RT R

AIL OPER

ATIO

NS

ORLEANS

LO

UIS

E

CESAR CHAVEZ

HARWOOD

EL

M

MAIN

CO

MM

ER

CE

PEARL

CA

NT

ON

LIV

E

OA

K

TA

YL

OR

ROUTH

SA

N J

ACIN

TO

WO

OD

ALL R

OD

GE

RS

PA

CIFIC

CROWDUS

DA

WS

ON

FER

RIS

HIC

KO

RY

SWIS

S

DART D

2PE

ARL

AL LIP

SC

OM

B

WA

Y

CHESTNUT

JEFFRIE

S

MA

RTIN L

UT

HER KIN

G JR

HENRY

HAWKINS

ALLEN

CLARK

SA

N J

ACIN

TO

FL

OR

EN

CE

FL

OR

A

AN

N

WIL

LIA

MS

WA

Y

YO

UN

G

ARTS PLAZAE

UR

EK

A

BAYLOR

CESAR CHAVEZ

Park

Urban

F.A.R.M

Gardens

Urban

Deep Ellum

Central

Bark Park

Park

Schepps

Julius

Plaza

Carpenter

Construction)

(Under

Park

Carpenter

Proposed Mainlanes

Proposed Frontage Roads

Proposed Ramps and Direct Connectors

Existing ROW

Existing Property Limits

Proposed Direction of Traffic

LEGEND

DART Track

Proposed Sidewalk

Proposed Bridge

Project By Others

Removal Areas

Pavement Under Separate Contract

Bridge Under Separate Contract

Existing Direction of Traffic

DART D2

Proposed ROW (To Build I-345)

Proposed ROW (To Build I-30)

(TxDOT Limits of Construction)Proposed Cross Streets

(City of Dallas Limits of Construction)Proposed Cross Streets

(TxDOT Responsibility)Potential Displacements

(City of Dallas Responsibility)Potential Displacements

Centerline

Potential Surplus ROW

Proposed Storm Water Detention Vault

Park

potential for re-development (TBD)Park land within TxDOT ROW with

Potential Cap (future use TBD)

ROADWAY TYPE DESIGN SPEED

40 MPHFRONTAGE ROADS

CROSS STREETS

GENERAL PURPOSE LANES 50 MPH

30 MPH

40 MPHRAMPS

40 MPHDIRECT CONNECTORS

HIGHWAY CLASSIFICATION

URBAN FREEWAY

NOT TO SCALE

DALLAS COUNTY

ROLL 1 OF 1

DISTRICT

DALLAS

DALLAS DISTRICT

TEXAS DEPARTMENT OF TRANSPORTATION

35E

INTERSTATE

35E

INTERSTATE

30INTERSTATE 30

INTERSTATE

35E

INTERSTATE

45INTERSTATE

345

INTERSTATE

30INTERSTATE

35E

INTERSTATE

175

75

30INTERSTATE

FROM SOUTH OF I-30 TO SP 366

CSJ: 0092-14-094

C 2021 by Texas Department of Transportation; All rights reserved

SERIAL NO. 101321

PROJECT LENGTH - 1.4 MILES

CONCEPTUAL ALTERNATIVE

MOHAMED K. BUR, P.E. - DISTRICT ENGINEER

DALLAS COUNTY

I-345 FEASIBILITY STUDY

0092-14-094

END CSJ:

END PROJECT

0092-14-094

BEGIN CSJ:

BEGIN PROJECT

OR PERMIT PURPOSES.

CONSTRUCTION, BIDDING

NOT INTENDED FOR

NOTES:

HORIZONTAL

100 200

DATE APPROVED

DATE SUBMITTED

DATE REVISED

0

NICOLE M. CARRILLO, P.E.

UNDER THE SUPERVISION OF:

PREPARED BY HNTB

DATE: JUNE 18, 2021REVIEW.

INPUT AND TECHNICAL

RESULTING FROM PUBLIC

FURTHER DEVELOPMENTS

TO CHANGE BASED ON

PRELIMINARY SUBJECT

PROJECT. COST TO ACCOMMODATE DECK PARKS/PLAZAS IS NOT INCLUDED IN THE CURRENT COST ESTIMATES. REQUIREMENTS HAVE NOT BEEN STUDIED YET AND WOULD BE DETERMINED AT A LATER PHASE OF THE WILL WORK WITH THE CITY TO ACCOMMODATE ACCORDINGLY. TUNNEL VENTILATION OR FIRE SUPRESSION DALLAS. THE CITY WOULD BE RESPONSIBLE FOR FUNDING AND BUILDING DECK PARKS/PLAZAS BUT TXDOT 15. POTENTIAL DECK PARKS/PLAZAS LOCATIONS ARE FEASIBLE AND BEING COORDINATED WITH THE CITY OF

AND PUBLIC INPUT. DRIVEWAY LOCATIONS ARE SUBJECT TO CHANGE PENDING FURTHER DESIGN INPUT.14. SIDEWALK INTERSECTION ADA RAMP LOCATIONS NOT YET SHOWN, PENDING FURTHER DESIGN, ANALYSIS

DURING THE ROW ACQUISITION PROCESS. EXISTING BUILDING STRUCTURE. ACTUAL DAMAGES TO THE BUILDING AND PROPERTY TO BE DETERMINED 13. BUILDINGS ARE SHOWN AS POTENTIAL DISPLACEMENT IF THE PROPOSED ROW PHYSICALLY INTERSECTS THE

SIGNS WILL BE DEVELOPED AT A LATER PHASE OF THE PROJECT. PUBLIC TO UNDERSTAND ACCESS. A LARGE GUIDE SIGN SCHEMATIC THAT INCLUDES ADVANCED WARNING PHASE OF THE PROJECT. LARGE GUIDE SIGNS ARE ONLY SHOWN AT THE EXIST GORE LOCATIONS TO AID THE12. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND WILL BE DEVELOPED AT A LATER

(UNLESS NOTED OTHERWISE).11. EXISTING PAVEMENT/BRIDGE LOCATED WITHIN LIMITS OF PROPOSED RECONSTRUCTION WILL BE REMOVED

PAVING CAN NOT BE ACHIEVED, CHANNELIZATION METHODS WILL BE IMPLEMENTED IN FINAL DESIGN. SPACING BETWEEN RAMPS AND DRIVEWAYS, SIDESTREETS OR CROSS STREETS. WHEN THE DESIRABLE 10. WHERE POSSIBLE, NEW AND REVISED EXIT AND ENTRANCE RAMPS ARE DESIGNED TO MEET THE DESIRABLE

9. RETAINING WALL AND NOISE WALL LOCATIONS NOT YET SHOWN. PENDING FURTHER DESIGN AND ANALYSIS.

COORDINATION WITH THE LOCAL GOVERNMENTS. LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED IN THE PS&E DEVELOPMENT PHASE IN 8. MEDIAN OPENINGS ARE PRELIMINARY BASED ON COORDINATION WITH LOCAL GOVERNMENT. FINAL

STREETS WHERE FEASIBLE. CONTINUOUS SHARED USE PATH WITH A BUFFER ALONG FRONTAGE ROADS AND SIDEWALKS ALONG CROSS 7. PEDESTRAIN AND BICYCLE ACCESS IS PRELIMINARY AND SUBJECT TO CHANGE. THE INTENT IS TO HAVE

IMPROVEMENTS. ANTICIPATED CONSTRUCTION TIME FOR CITY STREETS IS TO BE DETERMINED. TxDOT ARE WORKING TOGETHER TO COORDINATE PROPOSED ALTERNATIVES AND THE CITY STREET 6. THE CITY STREETS ADHERE TO THE CITY OF DALLAS 2016 THOROUGHFARE PLAN. THE CITY OF DALLAS AND

DETERMINED. 5. THE I-345 PROJECT IS NOT CURRENTLY FUNDED. ANTICIPATED CONSTRUCTION TIME OF I-345 IS TO BE

NCTCOG, DART, TxDOT AND OTHER AGENCIES. 4. THE DART D2 ALIGNMENT IS PRELIMINARY, SUBJECT TO CHANGE PENDING FURTHER COORDINATION WITH

NOTED OTHERWISE. 3. ALL DIMENSIONS ARE TO THE NOMINAL FACE OF CURB, EDGE OF PAVEMENT, RAIL, BARRIER OR WALL UNLESS

2. AERIAL IMAGERY IS FROM 2018. THE BACKGROUND PICTURE MIGHT NOT REFLECT THE LATEST DEVELOPMENTS.

ADDITIONAL ROW SURVEY AND FIELD INVESTIGATION PENDING ALTERNATIVE DEVELOPMENT. FILES PROVIDED BY TxDOT IN SEPTEMBER 2019 AND SUPPLEMENTAL EXISTING ROW IN JUNE 2020. 1. EXISTING ROW SHOWN IS APPARENT ROW, NOT SURVEYED ROW. THE EXISTING ROW WAS COMBINED FROM

PRELIMI

NARY

Prelimi

nary,

Subj

ect to C

hang

e

PRELIMI

NARY

Prelimi

nary,

Subj

ect to C

hang

e

PRELIMI

NARY

Prelimi

nary,

Subj

ect to C

hang

e

PRELIMI

NARY

Prelimi

nary,

Subj

ect to C

hang

e

REMOVAL ALTERNATIVE

CONSTRUCTABILITY/PHASING AND IMPACTS TO EXISTING UTILITIES.

PUBLIC INPUT, TECHNICAL REVIEW, FURTHER EVALUATION OF

BASED ON FURTHER DEVELOPMENTS RESULTING FROM

PRELIMINARY CONCEPT. SUBJECT TO CHANGE

B

B

A

A

REMOVAL ALTERNATIVE

CONSTRUCTABILITY/PHASING AND IMPACTS TO EXISTING UTILITIES.

PUBLIC INPUT, TECHNICAL REVIEW, FURTHER EVALUATION OF

BASED ON FURTHER DEVELOPMENTS RESULTING FROM

PRELIMINARY CONCEPT. SUBJECT TO CHANGE

ALLEN