HomeMy WebLinkAbout7294_CCv0001.pdf RESOLUTION NO. 7294
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS
ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO TITLE 10 OF THE
REDLANDS MUNICIPAL CODE
WHEREAS, pursuant to studies made under the authority of Title 10 of the Redlands
Municipal Code, and the presentation of information contained in such studies,the City Council
of the City of Redlands has determined that certain traffic regulations are necessary to protect the
public health, safety and welfare and should be established pursuant to Title 10 of the Redlands
Municipal Code;
NOW,THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF REDLANDS as follows:
Section 1. Pursuant to Section 10.24.010 of the Redlands Municipal Code, a traffic
engineering investigation (Engineering and Traffic Survey and Speed Survey Data sheets),
attached hereto as Exhibit "N' and made a part thereof, has been conducted for the following
highways and the following speed limits are hereby found most appropriate to facilitate the
orderly movement of traffic,and are reasonable and safe:
Highway: Garden Street
Date of Study: March 5, 2013
Speed Limits as follows:
35 mph on Garden Street between Cajon Street and Mariposa Drive.
Section 2. The City Engineer of the City of Redlands is hereby directed to perform
such acts as are necessary to effectuate this Resolution.
Section 3. This City Council further determines that the approval of this Resolution is
exempt from review under the California Environmental Quality Act CCEQX') pursuant to
CEQA Guidelines section 15061(b)(3)which provides that CEQA applies only to projects which
have the potential for causing a significant effect on the environment. This City Council finds
that it can be seen with certainty that there is no possibility that the approval of this Resolution
may have a significant effect on the environment.
lAcclerkkResolutions'Res 7201-729917294 ETS Garden Strectdoc 1
ADOPTED, SIGNED AND APPROVED this 2 d day of July, 2013.
�Y
Peter Aguilar;Mayor
ATTEST:
Sam Irwin, ity Jerk
I, Sam Irwin,City Clerk of the City of Redlands, hereby certify that the foregoing Resolution
was duly adopted by the City Council at a regular meeting thereof, held on the 2nd day of July,
2013,by the following vote.
AYES: Councilmembers Harrison, Foster, Gardner, Gilbreath; Mayor Aguilar
NOES: None
ABSENT: None
ABSTAIN: None
Sam Irwin, CiAKierk
_ .
EXHIBIT A
ENGINEERING AND TRAFFIC SURVEY
HIGHWAY UNDER SURVEY: Garden Street
AREA OF: Between Cajon Street and Mariposa Drive
DATE OF SURVEY: March 5, 2013
RECOMMENDATIONS:
The California Manual on Uniform Traffic Control Devices (CAMUTCD)and the California
Vehicle Code (CVC) Section 627 establishes current procedures for establishing speed
limits on local streets. The current criteria states that the posted speed limit may be
reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed also
known as the critical speed where an engineering study indicates the need for a reduction
in speed to match existing conditions with the traffic safety needs of the community.
There were a total of 5 reported midblock accidents on Garden Street from Cajon Street to
Mariposa Drive from 2005 to 2010.
Accident rate = (number of midblock accidents per year x 106) / (24 hour volume x 365 x
length x number of years)
The traffic accident rate on Garden Street is as follows:
Cajon Street to Mariposa Drive = (5 x 106) / (3513 x 365 x 1.36 x 5) = 0.57
The expected accident rate for a two lane urban roadway is 1.98. The calculated accident
rate is below the expected accident rate for this roadway.
The existing posted speed limit on Garden Street from Cajon Street to Mariposa Drive is 35
mph. The area is located in a residential district with many direct driveway access points to
Garden Street and numerous curves along this roadway. There is one mid-block school
crosswalk on Garden just north of South Avenue. There are also segments of the street
where there is no sidewalk. The survey results are as follows:
Between Cajon Street and Hilton Avenue - Critical Speed — 38.3 mph
Average Speed — 34.8 mph
Pace Speed —30-39 mph
Between Hilton Avenue and Halsey Street - Critical Speed —40.9 mph
Average Speed — 36.3.0 mph
Pace Speed —32-41 mph
Between Halsey Street and Mariposa Drive - Critical Speed — 42.2 mph
Average Speed —38.0 mph
Pace Speed — 34-43 mph
The 85 percentile speed rounds off to 40 mph for all three street segments. It is
recommended that all three segments, from Cajon Street to Hilton Avenue, from Hilton
Avenue to Halsey Street, and from Halsey Street to Mariposa Drive be further reduced by 5
mph to 35 mph. The area is bounded by residential districts with many direct driveway
access points and no sidewalks as well as a mid-block school crosswalk,without sidewalks
it is not readily apparent to motorists to watch out for pedestrians.
Taking the above facts into consideration a speed limit of 35 mph would be appropriate to
facilitate the orderly movement of traffic in a safe and reasonable manner.
Prepared by: Concurrefice by:
I
L
ART CREEF FR�p MOUSAVIPOUR
Associate Engineer City Engineer
Reviewed by Traffic and Parking Commission:
,,'Signaturd' Dade
City of Redlands Department of Public Works
Traffic Engineering Department
Street Name: GARDEN STREET
Limits: HALSEY STREET to MARIPOSA DRIVE
Radar Survey Sheet
X=North 1--South
5 10 15 20 25 30 35 40 # %ea cum.%
50 I i I
7
3 3.01%; 100°I°
I ' ! i ; 2 I2.0% 97.0%
45 I I 2 2.0% 95:0%
I � � l � I ' i 313.0°I° 93.0°f°
'
6 6.0°I°j 90.0°l0
9 9.0% 84.0%
Z 17
ZZZI 7 7.0°I° 75.0%1
40 5 5.0°I°, 68.0°I°
E ! 13 13A06 63.0°I0
C i ! 7 7.0% 50.0°loi
13 13.0%, 43.0%
8 8.0°I° 30.0%
35 i ; 9 9.0% 22.0%
4 ; 4.0%. 13.0%
! 3 3.0%' 9.0%
1 2 2.0% 6.0°I°
! 2 2.00/. 4.0°l0
30 i 1 ' 1.0% 2.0%
!
i � 1 1.a°r° 1.00I°
25'
i
i i !
i
I
!
20
I ,
I I
15
i I
i
10 t
s
1 ; j
Total Sam Ip es 1QQ'
95th Percentile Speed: 42.2 Date of Survey: 3/19/2013 Start Time: 3:30
50th Percentile Speed: 38.0 Weather: clear End Time: 4:20
15th Percentile Speed: 34.2 Road Condition: good Posted Speed: 35
10 MPH Pace: 34-43 Street Class.: collector Observer: RISA JONES
Number in Pace: 81 Conditions not
Percent in Pace: 81.0% Apparent:
City of Redlands
Traffic Engineering Department
Radar Speed Data Work Sheet
Date: A1.5 Location
Street Name:
Observer:
wv-&
Limits: Location of Survey: i-5, Y
Weather- Roadway Geometrics:
Road Cond: Cly," Conditions Not Apparent:
Posted Speed: ,j a5, Start Time: .
Lane Config. i"77Vle- I� c741 e 'End Time:
Adjacent Land Use `42, , l--,-Jz
Street Classification: Arterial Collector Local - Collision Start Date:
Average Daily Traffic Collision End Date:
Segment Length: Collision Period:
Speed Limit Changed? Yes No Total Collisions:
Revised Limit: Collision Rate:
Checked By: Expected Collision Rate:
Direction: Direction:
1. 21. 41. 61. $11. 1. Y) 21. 41.
61. 81.
2. 22. 42. LIZ- 62. 82. 2. 22. 42. 1 62.- 82.
3. L
SLE -V, 43. 63. 83. 3. 23. 1 43. 63. 83.
4. Y 24,1L 64. 84. 4._a�2_ 24. 44. 64. 84.
5. -31 25.E 45.5 65. 85. 5. 25. -5 65-- 86.
6. ;12
2 26. -��b 46. `z LI 66. 86. 6,_.� 26. 46._; �L 66. 86.
4-Z'-
7. . 27. 47. 67. 87. �1. 27' 47. 67. 87.
8.= 28._Le--_ 48. LC,-> 68. 88._ 48,13 68.- 88.
9.A 29.
-2 49. 69. 89. Slj70. 90.
� 29. 49* 69. 89.
10. CR55' 30. 33 ili.- TO. go.- 10. 30,1��_
11. 31. 35� 51. 71, 91. 1 11. - 31.E51. 71. 91.
12. 32.= 52. 72. 92. 12. 32. 52. 72. 92.
13. 33._ kL 53. 73. 93. 13,21 33.- 53. 73. -93.
14 34._34. 54. 74. 94. 14 34.... 54. 74. 94,
15. 35. 3-3 55. 75. 95. 15. 35.E 55. 75. 95.
16._.& 36. 3 66. 76. 96.-1 16. 36.--EZ 56. 76. 96,
17. qj 37. 57. 17. 37.
77.- 97.- ST. 77. 97.
18. VL 38.E 58. 78.- 98.- 18. 58. 78. 98.
39. 59. 79. 99. 19. 39._E 59. 79. 99.
20, 40. LID 60. 80. 100. 20,a� ;_ 40. 60. 80. 100.
Comments:
City of Redlands Department of Public Works
Traffic Engineering Department
Street Name: GARDEN ST 1U-;D ,1
Limits: CAJON ST to FRANKLIN AVE
Radar Survey Sheet
X=West /=East
5 10 15 20 25 30 35 40 # %ea cum.%
50
1 1.0% 100%
45
2 2.0% 99.0%
3 30% 97.0%
4 4.0% 94.05/6-
40
4.0%40 1 1.0% 90.0%
6 6.0% 89.0%
8 8.0% 83.0%
11 11.0%1 75.00/6
10 10.0% 64.0%
36 X>0<1 I I I 1 1 17 17.0% 54.0%-
UXXXI I I I I I I I I I I 1 1
6 6.0% 37.0°/n
12 12.0% 31.0%
3 3.0% 19.0%
3 3.0% 16.00o
30 3 3.0% 13.0%
1 1.0% 10.0%
5 5.0% 9.0%
1 1-0%1 4.0%
1 1.0% 3.0%
26 2 2.0% 2.0%
20
15
10
5
Ttaf 1 m 110
Date of Survey: 31512013 Start Time: 10:35
85th Percentile Speed: 38.3
50th Percentile Speed: 34.8 Weather: Clear End Time: 11:35
15th Percentile Speed: 30.7 Road Condition: Good Posted Speed: 35
10 MPH Pace: 30-39 Street Class.: Collector Observer: RISA JONES
Number in Pace: 79 Conditions not
Percent in Pace: 79.0°lo Apparent:
City of Redlands
Traffic Engineering Department
Radar Speed Data Work Sheet
Date: Location #
Street Name: Observer:
Limits: t Location of Survey la
6
Weather: scf _ Roadway Geometrics:
Road Condi' *AzI i Conditions Not Apparent:
Posted Speed: Start Time: S5V
Lane Config. looms d,,rEnd Time: !€ , l
Adjacent Land Use
Street Classification: Arterial - Collector - Local - Collision Start Date:
Average Daily Traffic Collision End Date:
Segment Length: Collision Period:
Speed Limit Changed? Yes - No Total Collisions:
Revised Limit: Collision Rate:
Checked By: Expected Collision Rabe:
Direction: t Direction:
1. 21.E 41. 001 4 61. 81. 1. 21. �% 41.-�;� 61. 81.
2. y" 22. 42._,� 62, 82. 2. 22.E 42. ' 62. 82.
3. 23. OX 43. 63. 83. 3. 23. 43. - 63. 83.
4. 24. ' 44.E 64. 84. 4. ;L 24. :� 64. 84.
5. 25. 45. 65. 85. 5. 25._ 45. 65. 85.
6. 26. 46. f66. 86. 6, 26._ 46, 66. 86.
T
7. 27.E 47. 67. 87. 7. 27. 47, :� 67. 87.
8. 28. _ 48. 68. 88. 8. ,. 2$. 48._ 68. 88.
9. 41r, 29. 49.E 69. 89. 9. 29. 49._ZZ 69. 89.
10. 30._ 50. 70. 90. 10. 30._ 'Sti. :` P'T0. 90.
11. 31. 51. 71. 91. 11._'`5 31. L 51. 71. 91.
12. 32. , 52. TZ. 92. 12. 32.E 52. 72. 92.
13. 33. 53. 73. 93. 13. 33. r 53. 73. 93.
14. 34._1-3 54. 74. 94. 14. 34. 54. 74. 94.
15.x_ 35. '7 55. 75. 95. 15. 35. "� 55. J 75. 95.
16. 36. 56. 76. 96. 16. 36. 56. 76. 96.
17. 3 37. ,57. 77. 97. 17. 37. 57. 77. 97.
18. 38. � 58. 78. 98. 18. 38. : 58. 78. 98.
19. 39,.2 59. 79. 99. 19. 39. 59. 79. 99.
20. 40. - 60. 80. 100. 20. 40. 60. 80. 100.
Comments:
City of Redlands Department of Public Works
Trak Engineering Department
Street Name: GARDEN ST
Limits: S UTH AVE to HALSEY ST
Radar Survey Sheet
X=North /=South
5 10 15 20 25 30 35 40 # %ea cum.%
50
1 1.0% 100%
2 2.0% 99.0%
45//1 1 1 1 1 0
4 4.0%195.0%
2 2.0% 91.0%
3 3.0% 89.0%
10 10.0°I° $6.0°l°
40 8 8.0% 76.0%
6 6.0% 68.0%
xxx 4 4.0% 62.0%
xxxxx 12112.0% 58.0%
7 7.0% 46.0%
35 9 9.0% 39.0%
6 6.0% 30.0%
0 V Z// I 1 8 8.0% 24.0%
5 5.0% 16.0%
1 1.0% 11.0%
30 4 4.0% 10.0%
4 4.0% 6.0%
1 1.0% 2.0%
1 1.0% 1.0%
25
20
15
10 IIH III
5
Total Samples 100
Date of Survey: 3/5/2013 Start Time: 11:35
85th Percentile Speed: 40.9
50th Percentile Speed: 36.3 Weather: Clear End Time: 12:15
15th Percentile Speed: 31.8 Road Condition: Good Posted Speed: 35
10 MPH Pace: 32-41 Street Class.: Collector Observer: RISA JONES
Number in Pace: 75 Conditions not
Percent in Pace: 75.0% Apparent:
City of Redlands
Traffic Engineering Department
Radar Speed Data Work Sheet
�
Date 1113 Location #
Street Name: Observer:
Limits: t Location of Survey:
Weather: Roadway Geometrics:
Road Cond: Conditions Not Apparent:
Posted S : -351 Start Time: ��I/-Y7
Lane C o nfig. /z�- "61--Pjj
End T ime:
Adjacent Land Use
Street Classification: Arterial Collector Local Collision Start Date:
Average Daily Traffic Collision End Date:
Segment Length: Collision Period:
Speed Limit Changed? Yes No Total Collisions:
Revised Limit: Collision Rate:
Checked By: Expected Collision Rate:
Direction: (-74C- Direction: 'A /Y-/
1 21.E 41. 323 61. 81.
21. 41._�L 61.- 81.
2._ 22. 1' 42.E 62. 82. 2. 22. 42. 1 62.- 82.
3._4_ 23. 40 43' 63. 83. 3. 23. 43.- 63. 83.
77
4. 1 24. ��L 44 64. 84. Y
- - 4. 24. 44._
64.- 84.
5. 25. 45. 65.- 86.- 6. 25.-' 45. 65. 85.
6. L12- 26. 46. 66, 86. 6.
26.x_ 46-
66. 86.
7._ 27. 47. 1-11 67. 87. 7.± 27.x_ 47. 67.- 87.
8. 28. 48.
68. 88. 8. 28. 48. 68. 88.
Lik::� LkS
9. 29. 49. 69. 89. 9. J'0 29, 49....' 69. 89.
-7�3
110 30.. _ y5, 70. 90. 10.E 30._E:L 60 70. so.
11. ?' 31. 51. 71. 91, 11.
31-3 51. 71, 91.
12. 32. -3 62. 72. 92. 12,2
32. 52. 72. 92.
13.:!,�E 33. 32- 53.- 73. 93.- 13.--?- 33. 53. 73. -93.
14. 34. -30 54. 74. 94. 14._Y�_ 34._22 54. 74. 94.
16. 35,� 55. 75, 95. 15.-a 35. 55. j 75. 95.
16.= 36. . 56. 76. 96. 16.-4L2- 36,1L 56. 76. 96.
17. , 77.
37._j-'!�> 57. 97. 17, V! 37._ 57. 77. 97,
18. 3 38, 68. 78. 98. 18. -Z4? 38. 410 58. 78. 98.
19. 39. 79._12 59. 99. 19. L10 39. sq. 79. 99.
20. 40._L2_ 60.- 80.- 100. 20. q0 40.= 60.- 80.- 100.
Comments: