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SCHOOL TRAFFIC STUDY Prepared by: Hunter W. Lemley, P.E. 7557 Rambler Road, Suite 1400 Dallas, Texas 75231-2388 (972) 235-3031 www.pkce.com TX.REG: ENGINEERING FIRM F-469 TX. REG. SURVEYING FIRM LS-100080-00 October 23, 2019 PK# 2592-19.162 Project: DISD North Dallas High School In Dallas, Texas Prepared for: City of Dallas On behalf of: Dallas Independent School District

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Page 1: SCHOOL TRAFFIC STUDY - Dallas · 2020. 1. 4. · pk 2592-19.162 (ajv: 10/23/19) site location map. north dallas high school, dallas, texas. lo t11 lo t10 lo t9 lo t8 lo t7 lo t1 ot

SCHOOL TRAFFIC STUDY

Prepared by:

Hunter W. Lemley, P.E.

7557 Rambler Road, Suite 1400

Dallas, Texas 75231-2388

(972) 235-3031 www.pkce.com

TX.REG: ENGINEERING FIRM F-469

TX. REG. SURVEYING FIRM LS-100080-00

October 23, 2019 PK# 2592-19.162

Project:

DISD North Dallas High School In Dallas, Texas

Prepared for:

City of Dallas

On behalf of:

Dallas Independent School District

hlemley
Engineer
Z189-354
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October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page i

EXECUTIVE SUMMARY

The services of Pacheco Koch were retained on behalf of the Dallas Independent

School District to prepare a City of Dallas School Traffic Assessment for DISD North

Dallas High School (the “School”) located at 3120 N Haskell Ave in Dallas, Texas.

The school will consist of 1,050 students in grades 9th through 12th.

To facilitate implementation of the site improvements, DISD is seeking to amend

the Planned Development District for the subject property. The purpose of this

report is to address specific traffic-related concerns of the City Staff regarding the

School. The parameters used in this study are specifically related to schools that

have been requested by City Staff.

Based upon the analyses performed herein, Pacheco Koch developed the

following recommendations.

FINDING: The school operates with a conventional loading protocol (no

staff assistance). Parent pick-up and drop-off activities currently occur on

McKinney Avenue, Haskell Avenue and Cole Avenue, adjacent to the

existing school building.

NOTE: Parent drop-off activity in the morning peak has a similar protocol as

the parent pick-up in the afternoon. Parent drop-off in the morning peak

occurs on the northbound curbside at the pick-up/drop-off recessed area

on-site in front of the school building and has negligible impact to traffic

and pedestrian operations off-site. Generally, excessive traffic delays and

queuing were not evident during school morning peak.

FINDING: Existing sidewalks along both sides of McKinney Avenue, Haskell

Avenue and Cole Avenue (areas fronting the school property) were

observed to be in adequate condition and continuous with no gaps.

FINDING: Existing Dallas Area Rapid Transit (DART) Bus Stops were observed

to be located on McKinney Avenue and Cole Avenue. The DART Bus Stops

were also observed to be adequate walking distance from the proposed

location of the school building.

❖ RECOMMENDATION: Designate drop-off/pick-up queueing and loading

such that bus circulation utilizes Haskell Avenue. Parent vehicular

circulation to occur along Cole Avenue and McKinney Avenue.

❖ RECOMMENDATION: It is recommended that parent drop-off in the

morning peak follows the afternoon pick-up afternoon.

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October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page ii

NOTE: This traffic study complies with the recommendations of the latest Traffic

Management Plan and Signage Plan in separate documents for DISD North

Dallas High School.

END

Page 4: SCHOOL TRAFFIC STUDY - Dallas · 2020. 1. 4. · pk 2592-19.162 (ajv: 10/23/19) site location map. north dallas high school, dallas, texas. lo t11 lo t10 lo t9 lo t8 lo t7 lo t1 ot

Pacheco Koch

- Project Location

EXHIBIT1PK 2592-19.162 (AJV: 10/23/19)

Site Location MapNorth Dallas High School, Dallas, Texas

Page 5: SCHOOL TRAFFIC STUDY - Dallas · 2020. 1. 4. · pk 2592-19.162 (ajv: 10/23/19) site location map. north dallas high school, dallas, texas. lo t11 lo t10 lo t9 lo t8 lo t7 lo t1 ot

LOT 11

LOT 10

LOT 9

LOT 8

LOT 7

LOT 1

OT 19

AREA

COMMON

LOT 2

LOT 1

LOT 13

LOT 14

ICE

EXISTING 3 STORY MAIN HIGH SCHOOL BUILDING

NEW 2 STORY ADDITION

1 STORY ADDITION

EXISTING PARKING TO REMAIN

EXISTING PARKING TO REMAIN

COLE AVENUE

N HA

SKEL

L AVE

NUE

(60' P

UBLIC

RIG

HT-O

F-W

AY)

(70' PUBLIC RIGHT-OF-WAY)

COLE AVENUE (70' PUBLIC RIGHT-OF-WAY)

20.00

°

20.00

°

13

6 8

7

5

17

26

8

2 18

14

8 8

MCKINNEY AVENUE (60' PUBLIC RIGHT-OF-WAY)

MCKINNEY AVENUE (70' PUBLIC RIGHT-OF-WAY)

LOT 6, BLOCK 987LOT 4 BLOCK

987

BLOCK 2-983

LOT 11LOT 10

LOT 9LOT 8

LOT 7

LOT 6LOT 5

LOT 4LOT 3

LOT 2LOT 1

LOT 5A, BLOCK 5/1517

LOT 19, BLOCK 6/1511

EXISTING DRIVES

45' VISIBILITY TRIANGLE

45' VISIBILITY TRIANGLE

45' VISIBILITY TRIANGLE

45' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE 20' VISIBILITY TRIANGLE

EXISTING METAL FENCE SURROUNDING ATHLETIC FIELDS. PORTIONS TO BE

RECONFIGURED TO ACCOMMODATE FIELD

LAYOUT (APPROX. 1015'). MAX. HEIGHT = 35'-0"

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

20' VISIBILITY TRIANGLE

EXISTING FIELDS TO BE RECONFIGURED

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

LOT 1, BLOCK 1/984

NEW PARKING AND DRIVES

NEW PARKING AND DRIVE

BUILDING SETBACK LINE

NEW 8'-0" METAL FENCE (APPROX. 135')

NEW 6'-0" METAL FENCE (APPROX. 125')

EXISTING DRIVES

FIRE LANE

FIRE LANE

BUILDING SERVICE

AREA

FIRE LANE

NEW 35'-0" METAL SCREEN AROUND BUILDING SERVICE AREA

BUILDING SIGN

HISTORIC LANDSCAPE

PDS LANDSCAPE

HISTORIC LANDSCAPE

PDS LANDSCAPE

BLOCK 3/5112

EXISTING PARKING TO REMAIN

PROPERTY LINE

EASEMENT, BUILDING SETBACK & R.O.W.

DEVELOPMENTPLAN LEGEND

NEW BUILDING FOOTPRINT

EXISTING BUILDING FOOTPRINT

FIRE LANE

DATA TABLE

EXISTING PARKING 133PARKING SPACES REMOVED - 48NEW PROPOSED PARKING + 48

TOTAL PARKING ON SITE 133

SITE AREA 330,535 sq. ft.EXISTING FLOOR AREA 160,000 sq. ft.PROPOSED FLOOR AREA 50,000 sq. ft.MAXIMUM BUILDING HEIGHT 85 ft.LOT COVERAGE 28%

SHEET NUMBER

TITLEApproved

Checked

Drawn

Job Number

ISSUE CHART

CONSULTANTS

KEYPLAN

PROJECT

NOT FOR REGULATORY APPROVAL, PERMITTING, OR

CONSTRUCTION

STRUCTURAL

CIVIL

MEP

LANDSCAPING

9/13

/201

9 12

:18:

44 P

MC

:\Tem

p\AR

CH

-DIS

D-N

orth

Dal

las

HS_

baile

y b.rv

t

G05-01

DEVELOPMENT PLAN

PW

PW

143130.000

PW

NORTH DALLAS HIGHSCHOOL

Copyright © 2019 Perkins+Will

9400 N. CENTRAL EXWY.DALLAS, TEXAS 75231

3120 N. HASKELL AVE.DALLAS, TEXAS 75204

DALLAS ISD

SEPTEMBER 13, 2019

PONCE-FUESS ENGINEERING, INC.

GONZALEZ & SCHNEEBERG, ENGINEERS &SURVEYORS, INC.

2100 LAKESIDE BOULEVARD, STE. 200RICHARDSON, TEXAS 75082

3333 LEE PARKWAY, STE. 475DALLAS, TEXAS 75219

B&H ENGINEERS511 E. JOHN CARPENTER FWY. STE. 250

IRVING, TEXAS 75062

MOYE CONSULTING1255 CORPORATE DRIVE, SUITE 100

IRVING, TEXAS 75038

FOOD SERVICE DESIGN PROFESSIONALS2655 VILLA CREEK DRIVE, STE. 233

FARMERS BRANCH, TEXAS 75234

dP(A) ACOUSTICS9319 LBJ FWY, STE. 216

DALLAS, TEXAS 75243

DRYTEC8750 N. CENTRAL EXWY, STE. 1730

DALLAS, TEXAS 75231

SMR LANDSCAPE ARCHITECTS, INC.1708 NORTH GRIFFIN STREET

DALLAS, TEXAS 75202

ARCHITEXAS1907 MARILLA ST. 2ND FLOOR

DALLAS, TEXAS 75201

FOOD SERVICE

TECHNOLOGY

2218 BRYAN ST. STE. 200DALLAS, TEXAS 75201

t (214)283-8706www.perkinswill.com

HISTORIC PRESERVATION

ROOFING

ACOUSTICS

1" = 40'

DEVELOPMENT PLAN1

SITE MAP

VICINITY MAP

MARK ISSUE DATE

TRUE NORTH

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October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page v

SCHOOL TRAFFIC ASSESSMENT

DISD North Dallas High School Dallas, Texas

TABLE OF CONTENTS

EXECUTIVE SUMMARY ...................................................................................................... i

SITE LOCATION MAP ......................................................................................................... iii

INTRODUCTION ................................................................................................................. 6

Purpose ........................................................................................................................................ 6

School Description ........................................................................................................................ 6

SCHOOL TRAFFIC OPERATIONS ..................................................................................... 7

Study Area .................................................................................................................................... 7

SUMMARY OF FINDINGS AND RECOMMENDATIONS .................................................. 12

LIST OF TABLES: Table 1. School Enrollment Summary

LIST OF EXHIBITS:

Exhibit 1. Site Location and Study Area Map

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October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page 6

INTRODUCTION

The services of Pacheco Koch (PK) were retained by Masterplan on behalf of Dallas

Independent School District (DISD) to prepare a City of Dallas School Traffic

Assessment for DISD North Dallas High School (“the School”) located at 3120 N

Haskell Ave in Dallas, Texas. A proposed site plan for the Project, prepared by

Perkins&Will, and a site location map (Exhibit 1) are provided following the

EXECUTIVE SUMMARY section of this report.

To facilitate implementation of the site improvements, DISD is seeking to amend

the Planned Development District for the property. As part of application process

for this request, submittal of a Traffic Assessment by the Applicant to the Approving

Agency is required.

This study was prepared by traffic engineers at Pacheco Koch (the “Engineer”).

Pacheco Koch is a licensed engineering firm based in Dallas, Texas, that provides

professional engineering and related services.

Purpose The purpose of this report was to assess the public street network in the vicinity of

the subject site, identify potential safety concerns or traffic flow inefficiencies, and

to recommend measures to mitigate such concerns. A traffic study is an

engineering study prepared for a specific project under the supervision of a

licensed engineer skilled in the principles of traffic and transportation engineering

and planning. All recommendations are the opinion of the Engineer and are

subject to the acceptance and customary review/approval processes of the

respective agency.

This traffic study is not a detailed site plan review nor a substitute for local or regional

transportation planning.

School Description The school consists of an existing high school with grades 9th through 12th.

School starts at 9:05 AM and ends at 4:20 PM. Enrollment at North Dallas High

School is 1,050 students and is not expected to increase. A summary of the existing

school is provided in Table 1.

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October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page 7

Table 1. School Enrollment Summary

Grades North Dallas HS

9th 300

10th 275

11th 250

12th 225

TOTAL 1,050

NOTE: The enrollment data provided above is based upon the most current and complete information

aBRWlable at the time of this study publication.

Access to the campus will be provided by McKinney Avenue and Cole Avenue

which intersects with Haskell Avenue. Land uses surrounding the site are exclusively

residential. Most school traffic (approximately 75%) entered and exited the area

via Blackburn Street, which is located south of the site. The rest of school traffic

enter and exited the area to and from the north.

The 7.59-acre subject site is currently zoned SUP 893.

SCHOOL TRAFFIC OPERATIONS

Study Area The study area for this traffic assessment includes roadways in the immediate

vicinity of the site. The specific locations included in the study area are listed below

and depicted in Exhibit 1.

(a) McKinney Avenue at Haskell Avenue

(b) McKinney Avenue at Cambrick Street

(c) Cole Avenue at Haskell Avenue

The traffic assessment of these facilities relative to school traffic operations is

summarized in the following pages.

NOTE: It is generally recommended that all applicable crosswalks comply with

current ADA Accessibility requirements.

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October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page 8

McKinney Avenue at Haskell Avenue

*As observed in the afternoon

Description Flow/Circulation Pedestrian Access

Existing Conditions Minor Approach STOP Controlled No marked crosswalks.

Observations Mild congestion on all approaches Low pedestrian activity crossin

street.

Recommendations none none

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October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page 9

McKinney Avenue at Cambrick Street

*As observed in the afternoon

Description Flow/Circulation Pedestrian Access

Existing Conditions Minor Approach STOP Controlled Crosswalks on north and south

legs of intersection.

Observations Low congestion. High pedestrian activity.

Recommendations None. None.

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October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page 10

Cole Avenue at Haskell Avenue

*As observed in the afternoon

Description Flow/Circulation Pedestrian Access

Existing Conditions Minor Approach Stop Controlled No marked crosswalks.

Observations Mild congestion. Low pedestrian activity on the

crosswalk.

Recommendations None. None.

Page 12: SCHOOL TRAFFIC STUDY - Dallas · 2020. 1. 4. · pk 2592-19.162 (ajv: 10/23/19) site location map. north dallas high school, dallas, texas. lo t11 lo t10 lo t9 lo t8 lo t7 lo t1 ot

October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page 11

Roadway Links:

(A) Haskell Avenue, adjacent to site

❑ Existing operation and cross-section: two lanes, two-way

operation (no proposed changes)

❑ City of Dallas Thoroughfare Plan Designation: none (local

street)

❑ School Zone: Between Cole Avenue and McKinney Avenue

❑ Parent Drop-off/Pick-up Activity:

▪ Pedestrian Observation: Heavy pedestrian crossing at

marked crosswalk

▪ Vehicular Observation: Vehicular standing along the

eastbound and westbound curbsides. Bus loading area on

the westbound curb side

❑ Recommendations:

▪ Relocate all school bus loading to the westbound and

eastbound curbsides of Haskell Avenue

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October 23, 2019

City of Dallas School Traffic Assessment DISD North Dallas High School Page 12

SUMMARY OF FINDINGS AND RECOMMENDATIONS

NOTE: Recommendations presented in this report reflect the opinion of Pacheco Koch based solely

upon technical analysis and professional judgment but are not intended to infer mandates or funding

responsibility. Any proposed improvements in the public right-of-way are subject to approval of the

responsible agency(-ies). Should the approving agency determine that any off-site improvements are

required for approval of the Project, legal precedents apply with regard to jurisdiction and funding

allocation.

The following findings and recommendations are based upon buildout of the

subject property in accordance with the hypothetical development scenario

outlined in the School Description section of this report. Observations of existing

conditions and graphical summaries of recommendations are contained in this

report.

FINDING: The school operates with a conventional loading protocol (no

staff assistance). Parent pick-up and drop-off activities currently occur on

McKinney Avenue, Haskell Avenue and Cole Avenue, adjacent to the

existing school building.

NOTE: Parent drop-off activity in the morning peak has a similar protocol as

the parent pick-up in the afternoon. Parent drop-off in the morning peak

occurs on the northbound curbside at the pick-up/drop-off recessed area

on-site in front of the school building and has negligible impact to traffic

and pedestrian operations off-site. Generally, excessive traffic delays and

queuing were not evident during school morning peak.

FINDING: Existing sidewalks along both sides of McKinney Avenue, Haskell

Avenue and Cole Avenue (areas fronting the school property) were

observed to be in adequate condition and continuous with no gaps.

FINDING: Existing Dallas Area Rapid Transit (DART) Bus Stops were observed

to be located on McKinney Avenue and Cole Avenue. The DART Bus Stops

were also observed to be adequate walking distance from the proposed

location of the school building.

❖ RECOMMENDATION: Designate drop-off/pick-up queueing and loading

such that bus circulation utilizes Haskell Avenue. Parent vehicular circulation

to occur along Cole Avenue and McKinney Avenue.

❖ RECOMMENDATION: It is recommended that parent drop-off in the

morning peak follows the afternoon pick-up afternoon.

NOTE: This traffic study complies with the recommendations of the latest Traffic

Management Plan and Signage Plan in separate documents for DISD North

Dallas High School.

END OF MEMO