Ord. 1188 11-22-04ORDINANCE NO. 1188
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, ESTABLISHING STOP SIGNS WITHIN THE CORPORATE
LIMITS OF THE CITY OF PEARLAND UPON VETERANS DRIVE IN A
NORTHERLY DIRECTION AT ITS INTERSECTION WITH SPRINGFIELD
AVENUE, UPON VETERANS DRIVE IN A SOUTHERLY DIRECTION AT
ITS INTERSECTION WITH SPRINGFIELD AVENUE; PROVIDING
A PENALTY FOR VIOLATION; CONTAINING A SAVINGS CLAUSE,
A SEVERABILITY CLAUSE AND A REPEALER CLAUSE; PROVIDING AN
EFFECTIVE DATE, FOR PUBLICATION, AND FOR CODIFICATION; AND
DECLARING AN EMERGENCY BECAUSE THE NEED TO ESTABLISH
STOP SIGNS AT INTERSECTIONS INURES TO THE BENEFIT OF THE
TRAVELING PUBLIC AND, THEREFORE, BEARS DIRECTLY UPON THE
HEALTH, SAFETY AND WELFARE OF THE CITIZENRY.
WHEREAS, Section 544.003 of the Transportation Code provides, in part, that local
authorities may, with reference to highways under their jurisdiction, designate any
intersection as a stop intersection; and
WHEREAS, a multi -way stop sign warrant analysis for Veterans Drive at Springfield
Avenue has been prepared; and
WHEREAS, based on the available data, installation of a multi -way stop sign is
warranted; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. Pursuant to the grant of authority contained in the preamble hereof, the
following intersection are designated as stop intersections:
Upon Veterans Drive in a northerly direction at its intersection with Springfield
Avenue;
Upon Veterans Drive in a southerly direction at its intersection with Springfield
Avenue;
ORDINANCE NO. 1188
Section 2. Penalty. Any person who shall violate the provisions of this section shall
be deemed guilty of a misdemeanor and shall, upon conviction by a court of competent
jurisdiction, be punished by a fine in any sum not exceeding Two Hundred Dollars
($200.00).
Section 3. Declaration of Emergency. The Council finds and determines that the
need to establish stop signs inures to the benefit of the traveling public and, therefore,
bears directly upon the health, safety and welfare of the citizenry; and that this Ordinance
shall be adopted as an emergency measure, and that the rule requiring this Ordinance to
be read on two (2) separate occasions be, and the same is hereby waived.
Section 4. Savings. All rights and remedies which have accrued in favor of the City
under this Chapter and amendments thereto shall be and are preserved for the benefit of
the City.
Section 5. Severability. If any section, subsection, sentence, clause, phrase or
portion of this Ordinance is for any reason held invalid, unconstitutional or otherwise
unenforceable by any court of competent jurisdiction, such portion shall be deemed a
separate, distinct, and independent provision and such holding shall not affect the validity
of the remaining portions thereof.
Section 6. Repealer. All ordinances and parts of ordinances in conflict herewith are
hereby repealed but only to the extent of such conflict.
2
ORDINANCE NO. 1188
Section 7. Codification. It is the intent of the City Council of the City of Pearland,
Texas, that the provisions of this Ordinance shall be codified in the City's official Code of
Ordinances as provided hereinabove.
Section 8. Publication and Effective Date. The City Secretary shall cause this
Ordinance, or its caption and penalty, to be published in the official newspaper of the City
of Pearland, upon passage of such Ordinance. The Ordinance shall then become effective
ten (10) days from and after its publication, or the publication of its caption and penalty, in
the official City newspaper.
PASSED and APPROVED on First and Only Reading this the 22nd day of
November , A.D., 2004.
APPROVED AS TO FORM
DARRIN M. COKER
CITY ATTORNEY
3
TOM REID
MAYOR
VOTING RECORD FIRST AND ONLY READING
November 22 2004
Voting "Aye" - Councilmembers Cole, Marcott, Viktorin,
Owens, and Tetens.
Voting "No" - None.
Motion passes 5 to 0.
PUBLICATION DATE: November 24, 2004
EFFECTIVE DATE: December 3, 2004
PUBLISHED AS REQUIRED BY SECTION 3.10 OF
THE CHARTER OF THE CITY OF PEARLAND, TEXAS
✓! li `
AFFIDAVIT OF PUBLICATION
The Pearland Reporter News
2404 South Park
Pearland, Texas 77581
State of Texas
Brazoria and Harris Counties
I, Randy Emmons, hereby certify that the notice hereby appended was published
in Brazoria and Harris Counties in THE REPORTER NEWS, a newspaper of general
circulation in Brazoria, Harris & Galveston Counties, for ( issues, gas follows:
No. / Date // - ZX-'
20
No Date 20
No Date 20
No. Date 20
No. Date 20
Subscribe and sworn to before me this
LAURA ANN EMMONS
Notary Public, State of Texas
Commission Expires 09-09-2006
day of Alit/
Laura Ann Emmons, Publisher
Notary Public, State of Texas
Published Nov. 24, 2004 Section 2, Penalty. Any
ODBANCE N0.1111 person who shall violate the
provisions of this section
AN ORDINANCE OF THE shall be deemed guilty of a
misdemeanor and shall,
CITY COUNCIL RLOF THE upon conviction by a court
CITY , ESTABLISHINGF PEARLAND, of competent jurisdiction, be
TEXAS, punished by a fine in any
sum not exceeding Two
Hundred Dollars ($200.00).
STOP SIGNS WITHIN THE PASSED and APPROVED
CORPORATE LIMITS OF ON the FIRST AND ONLY
THE CITY OF PEARLAND READING this the 22nd
UPON VETERANS DRIVE day of November, A. D.,
IN A NORTHERLY 2004.
DIRECTION AT ITS
INTERSECTION WITH /s/TOM REID
SPRINGFIELD AVENUE, MAYOR
UPON VETERANS DRIVE
IN A SOUTHERLY DIREC- ATTEST:
TION AT ITS INTERSEC- IS/ YOUNG LORFING,
TION WITH SPRINGFIELD TRMC
AVENUE; PROVIDING A CITY SECRETARY
PENALTY FOR VIOLA-
TION; CONTAINING A APPROVED AS TO FORM
SAVINGS CLAUSE, A
SEVERABILITY CLAUSE /sI DARRIN M. COKER
AND A REPEALER CITY ATTORNEY
CLAUSE; PROVIDING AN
EFFECTIVE DATE, FOR VOTING RECORD FIRST
PUBLICATION, AND FOR AND ONLY READING
CODIFICATION; AND November 22.2004
DECLARING AN EMER- Voting "Aye" -
GENCY BECAUSE THE Councilmembers Cole,
NEED TO ESTABLISH Marcott, Viktorin, Owens,
STOP SIGNS AT INTER- andTetens.
SECTIONS INURES TO Voting "No" - None.
THE BENEFIT OF THE
TRAVELING PUBLIC AND, Motion passes 5 to 0.
THEREFORE, BEARS PUBLICATION DATE:
DIRECTLY UPON THE November 24, 2004
HEALTH, SAFETY AND EFFECTIVE DATE:
WELFARE OF THE December 3, 2004
CMZENRY.
PUBLISHED AS
REQUIRED BY SECTION
3.10 OF THE CHARTER
OF THE CITY OF
PEARLAND, TEXAS
TRAFFIC ENGINEERING EVALUATION
VETERANS DRIVE AT SPRINGFIELD AVENUE
PREPARED BY
TDAI
SEPTEMBER 2004
TRAFFIC ENGINEERING STUDY
VETERANS DRIVE AT SPRINGFIELD AVENUE
Prepared for
CITY OF PEARLAND, TEXAS
Prepared by:
TDAITraff Data & Associates, Inc.
10101 Fondren, Suite 427
Houston, Texas 77096
Ph. (713)446-8167
Fax. (713)772-2541
SEPTEMBER 2004
0
TRAFFIC ENGINEERING STUDY
FINDINGS AND RECOMMENDATIONS
Several methods of controlling conflicting streams of vehicles at intersections are in use.
The use of any one of these methods depends on the type of intersection and the volume
of traffic in each of the conflicting streams. Multi -way stop signs require that all vehicles
approaching the intersection stop before entering that intersection. Based on field
investigations and data collected as part of this study, a multi -way stop sign is warranted
at the intersection of Springfield Avenue and Veterans Drive. A multi -way stop sign
would significantly control left -turn conflicts while providing needed gaps for vehicles
exiting from the subdivisions along Springfield Avenue.
Speed data collected as part of this study, indicates that the 85th percentile speed along
Veterans Drive is more than 10 miles per hour over the posted speed limit. Therefore,
speeding problem does exist. In order to enhance safety for the motoring public, the
following measure should be taken:
• Aggressive speed enforcement by the City of Pearland Police Department.
• Install of advisory sign that read, "Observe speed limits Traffic Laws Enforced"
along Veterans Drive.
mr�A TTTI ATA D. Aec CNOT ATT: C. TPTP
5
TRAFFIC ENGIINEERING STUDY
INTRODUCTION
The availability of roadway network in our communities has provided several positive.
qualities that have contributed to high standard of living. At the same time, however,
several problems related to the roadway network have developed. These problems include
roadway -related accidents, speeding, parking difficulties, congestion, and delay. To
reduce the negative impact of roadways, it is necessary to collect adequate information
that describes the extent of the problems and identifies their locations. Such information
is usually collected by organizing and conducting relevant traffic surveys and studies.
PURPOSE
The purpose of this traffic study is to evaluate existing traffic demand at the intersection
of Springfield Avenue and Veterans Drive and determine if a multi -way stop sign is
needed and document 24-hour speed of vehicles along Veterans Drive to determine if a
speeding problem exist. For the purposes of this study, a speeding problem is indicated on
a residential street when the 85th percentile speed is at least 10 miles per hour over the
posted speed limit. (i.e. at least 15% of the drivers travel more than 10 miles per hour
over the speed limit.) This report contains conclusions and recommendations necessary to
mitigate any speeding problem on the adjacent street system. A site map identifying the
location of the study area is shown in Figure 1.
This report contains conclusions and recommendations necessary to mitigate existing and
potential future problems at the intersection of Springfield Avenue and Veterans Drive.
STUDY METHODOLOGY:
The traffic engineering evaluation at the intersection of Springfield Avenue and Veterans
Drive were established through the following sequence of activities:
• A field reconnaissance of the intersection and immediate vicinity was conducted for
the purposes of gaining insight into existing travel patterns and characteristics.
• Traffic safety evaluation along the immediate vicinity of the intersection was
conducted.
mn A T]T`1'\-ATA P. ACQC('T ATRQ TM'
BURWOOD DRIVE 14
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SP RI N GFI ELD AVENUE
TRAFFIC ENGINEERING STUDY
EXISTING CONDITIONS
Roadway. Veterans Drive is a north/south two-lane roadway with ditch on both sides.
Springfield Avenue is an east/west two lane residential roadway with curb and gutter on
both sides. A stop signs controls the eastbound and westbound approaches at the
intersection of Springfield Avenue and Veterans Drive. The posted speed limit along
Veterans Drive is 40 mph. Whereas, the posted speed limits along Springfield Avenue is
30 miles per hour.
Traffic Data . Existing 24-hour approach traffic volumes were mechanically recorded at
15-minute intervals at the study location on September 14, 2004. The purpose of
recording these traffic volumes is to analyze for multi -way warrant purposes in
accordance with the guidelines published in the MUTCD. Detail of the 24-hour counts are
included in the Appendix.
Traffic Observation. Traffic observation were conducted on September 15, 2004 during
the AM and PM peak hour. Two pedestrian traffic were observed crossing the
intersection during field investigation.
Speed Study:
A 24-hour bi-directional speed study were conducted along Veterans Drive to determine
the 85th percentile speed. These studies were conducted on September 14, 2004. On the
basis of the 24-hour speed study, the 85th percentile speed of the northbound and
southbound vehicles on Veterans are 49.6 mph and 50.2 mph respectively. Details of the
24-hour speed study can be found in Appendix of this report.
..n• o_ ♦c , I'T ATRQ
2
TRAFFIC ENGINEERING STUDY
Accident Data:
Accident records within the immediate vicinity of the Springfield Avenue and Veterans
Drive were verified for incidents that have occurred during the recent 12-month period on
file. No accident was recorded during this period at the intersection of Springfield
Avenue and Veterans Drive.
Traffic Safety Investigation:
An in-depth field review was conducted within the immediate vicinity of Springfield
Avenue and Veterans Drive. This review involves an inspection of the physical condition
of the roadway and an observation of traffic operations. Information obtained from this
field review in conjunction with traffic data collected by TDAI was used to analyize any
potential existence of physical deficiencies.
MULTI -WAY STOP ANALYSIS
Manual on uniform traffic Control Devices (Millennium Edition)
Section 2B-07 Multiway Stop Applications
The Multi -way Stop" installation is useful as a safety measure at some locations. It should
ordinarily be used only where the volume of traffic on the intersecting roads is
approximately equal. A traffic control signal is more satisfactory for an intersection with
a heavy volume of traffic.
The following criteria should be considered in the engineering studyfor a multiway
STOP sign installation:
A. Where traffic control signals are justified, the multi -way stop is an interim
measure that can be installed quickly to control traffic while arrangements are
being made for the installation of the traffic control signal.
B. A crash problem, as indicated by five or more reported crashes in a 12-month
period that are susceptible to correction by a multiway stop installation. Such
crashes include right -and -left -turn collisions as well as right-angle collisions.
C. Minimum traffic volumes:
.. ...,• n ♦ not -sr,. A Tr'C TATP'
TRAFFIC ENGINEERING STUDY
(1) The vehicular volume entering the intersection from the major street
approaches (total of both approaches) average at least 300 vehicles per
hour for any 8 hours of any average day, and
(2) The combined vehicular, pedestrian, and bicycle volume entering the
intersection from the minor street approaches (total of both approaches)
average at least 200 units per hour for the same 8 hours, with an average
delay to minor -street vehicular traffic of at least 30 seconds per vehicle
during the highest hour, but,
(3) If the 85-percentile approach speed of the major -street traffic exceeds 65
Km/h (40 mph), the minimum vehicular volume warrant is 70 percent of
the above values.
D. Where no signal criterion is satisfied, but where Criteria B, C.1, and C.2 are all
satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this
condition.
Option:
Other criteria that may be considerd in an engineering study include:
A. The need to control left -turn conflicts;
B. The need to control vehicle/pedesian conflicts near locations that
generates high pedestrian volumes;
C. Locations where a road user, after stoping , cannot see conflicting
traffic and is not able to safely negotiate the intersection unless
conflicting cross traffic is also required to stop;
D. An intersection of two residential neighborhood collector (through)
streets of similar design and operating characteristics where
multiway stop control would improve traffic operational
characteristics of the intersection.
Results
Major Roadway: Veterans Drive
Minor Roadway: Springfield Avenue
Date of Survey: September 14, 2004
85th percentile speed Limit: Northound 49.6 mph
Southbound 50.2 mph
......-'oNT . mnn T.Tf
TRAFFIC ENGINEERING STUDY
FINDINGS AND RECOMMENDATIONS
Several methods of controlling conflicting streams of vehicles at intersections are in use.
The use of any one of these methods depends on the type of intersection and the volume
of traffic in each of the conflicting streams. Multi -way stop signs require that all vehicles
approaching the intersection stop before entering that intersection. Based on field
investigations and data collected as part of this study, a multi -way stop sign is warranted
at -the -intersection of Springfield _Avenue =and Veterans Drive. A multi -way stop sign
would significantly control left -turn conflicts while providing needed gaps for vehicles
exiting from the subdivisions along Springfield Avenue.
Speed data collected as part of this study, indicates that the 85th percentile speed along
Veterans Drive is more than 10 miles per hour over the posted speed limit. Therefore,
speeding problem does exist. In order to enhance safety for the motoring public, the
following measure should be taken:
• Aggressive speed enforcement by the City of Pearland Police Department.
• -Install of -advisory sign _that read, "Observe speed limits Traffic Laws Enforced"
along Veterans Drive.
APPENDIX
TRAFFIC DATA
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0
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0
0
0
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00
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0
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00
00
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00
0
0
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0
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0
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0
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0
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0
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0
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cn
cel
est
SB Veterans North of Springfield
September 14, 2004
Speed Study
Southbound
0-15
16-20
21-25
26-30
31-35
36-40
41-45
46-50
51-55
56-60
61-65
66-70
71-75
>76
TIME
Total
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
MPH
9:00
35
1
0
0
0
0
4
10
12
7
1
0
0
0
0
9:15
23
1
0
0
0
1
1
13
5
2
0
0
0
0
0
9:30
43
1
1
0
0
1
3
22
9
3
3
0
0
0
0
9:45
42
1
0
0
0
0
2
14
16
6
2
1
0
0
0
Hr. Total 143
4
1
2
10
59
42
18
10:00
34
1
0
0
0
0
8
10
9
4
2
0
0
0
0
10:15
36
0
0
0
0
0
3
11
14
7
1
0
0
0
0
10:30
48
0
0
0
0
1
10
20
12
3
2
0
0
0
0
10:45
51
0
0
0
0
0
4
19
14
11
2
1
0
0
0
Hr. Total 169
1
0
0
0
1
3
0
0
11:00
60
2
0
0
0
2
4
20
23
7
2
0
0
0
0
11:15
45
1
0
0
0
0
5
15
20
3
0
0
1
0
0
11:30
60
2
0
0
0
6
10
21
17
3
1
0
0
0
0
11:45
50
0
0
0
0
0
13
21
13
3
0
0
0
0
0
Hr. Total 215
5
0
0
12:00
36
0
0
0
0
1
5
7
13
9
1
0
0
0
0
12:15
57
2
0
0
0
0
13
29
11
2
0
0
0
0
0
12:30
47
1
0
0
1
0
1
22
14
7
1
0
0
0
0
12:45
50
1
0
0
1
2
10
18
13
4
1
0
0
0
0
Hr. Total 190
4
0
0
2
29
3
13:00
72
6
0
0
2
2
11
31
13
5
2
0
0
0
0
13:15
67
5
0
0
0
0
2
23
14
15
6
1
0
1
0
13:30
74
3
0
0
0
0
4
21
23
19
.4
0
0
0
0
13:45
51
4
0
0
0
0
3
15
18
8
2
..
1
0
.,
0
0
n
Hr. Total 264
18
0
2
14:00
62
3
0
0
0
1
6
18
23
9
2
0
0
0
0
14:15
76
6
0
0
0
1
7
18
28
15
1
0
0
0
0
14:30
103
15
0
0
0
5
12
26
34
9
2
0
0
0
0
14:45.
106
16
0
1
1
3
--
14
--
38
-_..
20
_
9
...
3
..
1
.
0
n
0
n
0
n
Hr. Total 347
40
0
3
15:00
133
14
0
1
0
0
12
46
42
18
0
0
0
0
0
15:15
121
6
1
0
0
2
11
40
43
17
1
0
0
0
0
15:30
123
16
0
0
0
4
6
40
27
20
8
2
0
0
0
15:45
154
16
0
0
0
2
13
43
52
21
6
0
0
0
1
Hr. Total 531 52
16:00
136
16
0
0
1
1
6
51
34
23
2
1
1
0
0
16:15
149
14
0
1
0
5
7
53
41
22
5
0
0
1
0
16:30
135
13
0
0
0
1
10
30
51
28
1
1
0
0
0
16:45
145
16
0
-
1
-
0
0
-
6
-..
40
._.
55
....
24
.,..
1
n
0
0
,
0
1
2
2
Hr. Total 565
59
17:00
120
10
0
0
1
0
12
40
35
16
5
1
0
0
0
17:15
100
7
1
0
2
0
3
31
33
16
7
0
0
0
0
17:30
104
14
0
0
0
0
6
16
36
21
9
0
0
1
1
17:45
91
6
0
2
1
0
8
43
23
6
2
0
0
0
0 --
n 1 1
Hr. Total 415
3
Page 2
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punoqtpnos
Date Began:
9/14/04
WB Springfield East of Veterans
0:15 0:30 0:45 TOTAL
0:00
0
0
0
0.
0
1:00
0
0
0
0
0
2:00
0
0
0.
0
0
3:00
0
0
0
0
0
4:00
0
1
0
.0
1
5:00
0
0
0
0
0
6:00
0
0
0.
0
0
7: 0 0-
0
1
, 0
0
.1
8:00
0
0
0
1
1
9:00
1
4
1
2
8
10:00
3
2
1
0
6
11:00
0
0
1
2
3
12:00
0
1
2
1
4
13:00
0
1
• 1
1
3
14:00
3
1
1
2
7
15:00
1
1
0
3
5
16:00
0
1
0
0
1
17:00
0
0
0
1
1
18:00
1
1
1
2
5
19:00
0
1
1
1
3
20:00
0
0
0
0
0
21:00
0
0
0
0
0
22:00
0
0
0
0
0
23:00
0
0
0
0
0
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