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HomeMy WebLinkAbout5918_CCv0001.pdf RESOLUTION NO. 5918 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO TITLE 10 OF THE REDLANDS MUNICIPAL CODE. Pursuant to studies made under authority of Title 10 of the Redlands Municipal Code, and the presentation of information gained in such studies, the City Council hereby finds and determines that certain regulations are necessary and shall be established pursuant to Title 10 of the Redlands Municipal Code, and the Traffic Engineer of the City of Redlands is hereby directed to perform such acts as are necessary to accomplish the following: SECTION ONE: Pursuant to Section 10.24.010 of the Redlands Municipal Code, a traffic engineering investigation (Engineering, Traffic and Speed Survey and Speed Survey Data sheets), attached hereto as Exhibit "A," and made a part thereof, has been conducted for the following highway and the following speed limits are hereby found most appropriate to facilitate the orderly movement of traffic and are reasonable and safe: Highway: Crescent Avenue Date of Study: May 17, 2001 Speed Limits as follows: 35 m.p.h. between Serpentine Drive and Ramona Drive ADOPTED, SIGNED AND APPROVED THIS 17TH DAY OF JULY, 2001. ��� Mayor ATTEST: Cit lerk EXHIBIT "A" ENGINEERING, TRAFFIC AND SPEED SURVEY HIGHWAY UNDER SURVEY: Crescent Avenue AREA OF: Between Serpentine Drive and Ramona Drive DATE OF SURVEY: May 17, 2001 RECOMMENDATIONS: Based on the facts of this survey it is recommended that Crescent Avenue between Serpentine Drive and Ramona Drive be posted as a 35 m.p.h. zone. In the area between Serpentine Drive and Ramona Drive, two speed surveys were conducted. The results are as follows: Between Ramona Drive and Alessandro Road - Critical Speed - 39.6 m.p.h. Average Speed - 32.8 m.p.h. Pace Speed - 27-36 m.p.h. Between Alessandro Road and Serpentine Drive - Critical Speed - 37.1 m.p.h. Average Speed - 33.4 m.p.h. Pace Speed - 29-38 m.p.h. The curb-to-curb width of Crescent Avenue is 38 feet. There is parking on both sides of the street. The segment length of Crescent Avenue from Serpentine Drive to Ramona Drive is approximately 5,400 feet long. The existing speed limit on this section of Crescent Avenue is 35 m.p.h. The last speed survey conducted on this section of Crescent Avenue was on February 16, 1994. For this reason, a new speed survey was required for this section of Crescent Avenue. It is recommended that Crescent Avenue be posted as follows for 35 m.p.h.: 1. For westbound traffic a. Just west of Ramona Drive b. Just west of Center Street c. Just west of Alessandro Road Commission Agenda Item 5C Commission Meeting of 06/28/01 Page 2 2. For eastbound traffic a. Just east of Serpentine Drive b. Just east of Alessandro Road c. Just east of Center Street Prepared by: TOM T. FUJIWARd Assistant Public Zorks Director Reviewed by Traffic and Parking Commission Signature 06- Z 9-o i Date 4.11ty OT KedlandS Engineering and Traffic Survey Summary Street: CRESCENT AVENUE Field Observer Limits: PROSPECT PARK THEATER SOUTH ENTRANCE-RAMONA DRIVE Checked By: ALESSANDRO ROAD Date: 05117/2001 Factors Direction: East[West A. Prevailing Speed Data Location of Survey 85th Percentile 39.6 10 mph Pace 27 -36 Percent in Pace 71.0% Posted Speed Limit 35 B. Collision History Date Range Covered 01/0111997 To 1213112000 { 1 Total Collisions 5 Collision Rate(Acc1MVM) 2.484 Expected Collision Rate C.Traffic Factors Average Daily Traffic 2500 Length of Segment 2910 Lane Configuration single Lane Each Direction Street Classifaction Collector 0.Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E. Adiacent Land Use residental Posted Speed Limit 35 Speed Limit Change? 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L5117/2001 Start Time: 9:30 Street50th Percentile speed: 32-4 Weather: clear End Time: 9-50 15th Percentile Speed: 28-7 Road Condition: g22!q Posted Speed: 35 10 MPH Pace: 27-36 Collecto Observer- Number Conditions Percent in Pa ce: . Lin • ... City of Redlands Traffic Engineering Department Radar Speed Data Work Sheet Date: '7- I Location # StreetName: C¢'✓5 i--' Observer: Limits: �a•.�� - ��=5=� -r C Location of Survey: �� -+7r. Weather: Roadway Geometries: Road Cond: Conditions Not Apparent: Posted Speed: 2 Start Time: 130 a M Lane Config. -L End Time: Adjacent Land Use �kLZ Street Classification: Arterial - Collector - Local - Collision Start Hate: 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. _31 41. ?0 61. 47,, 81. 1. 3 21. 3? 41.?J 61. 81. 2. 22. �~ 42. Z 62.E 82. 2. Yid 22.� 42. Z5- 62. 82. 3. 23. 15' 43. 63. ' V 83. 3. ,?o^ 23. 3 43.Z 63. 83. 4. 3 5 24. 5 44. 64. 84. 4. 7 SJ 24. ? 44. 3 Z- 64. 84. 5. 2f 25. 40 45. 3 r 65. 85. 5. 25. a 45. 65. 85. 6. a '2 26 -2,q 46. 30 66. 86. 6. 33 26. :1`? 46. 66. 86. 7. 3(, 27. <Ip 47. U 67. 87. 7,71 27. 7 47. 67. 87. 8. ' 28. �t 48._2,__ 68. 88. 8..L2__2 28. 78 48. 68. 88. 9. ?a 29. 3� 49.� 69. 89. 9. Z 29. 3 49. 69. 89. 10. 30. , 'so. Z 70. 90. 10.45 30. 3 5'0. 70. 90. 11. '72 31.'2--7 51.- 71. 91. 11. 4"7 31. 0- 51. 71. 91. 12. "' 32.E SZ. �� 72. 92. 12.,�� 32. ?Z- 52. 72. 92. 13.? 33. 37 53. 73. 93. 13.333. 73 53. 73. 93. 14. 34 U. 54.-33 74. 94. 14. 42- 34.F0 54. 74. 94.- 15. 35. 2 ty -�_ 55.x_ 75. 95. 15. Sy 35.-2, _ 55. 75. 95. 16. ?( 36.3 1 56. ` 76. 96. 16._]�;L 36. Z 56. 76. 96. 17.54 37. 7 57. 2-'-;-? 77. 97. 17. IL4 37.= 57. 77. 97. 18. i 38. -70 58. 31 78. 98. 18. a4 38. 3 h 58. 78. 98. 19.3 39. U 59. - 79. 99. 19.. 3,+i 39. 3j 59. 79. 99. 20. 40. 3 1 60, 80. 100. 20. % -7 40. 3 d 60. 80. 100. Comments: amity of Redlands Engineering and Traffic Survey Summary Street: CRESCENT AVENUE Field Observer AJM Limits: ALESSANDRO ROAD Checked By: SERPENTINE DRIVE Date: 05/1712001 Factors Direction: East/West A. Prevailing Speed Data Location of Survey w/o San Mateo SL 85th Percentile 37.1 10 mph Pace 29 -38 Percent in Pace 76.3%fl Posted Speed Limit 35 B. Collision History Date Range Covered 0110111997 To 12/3112000 { ) Total Collisions 5 Collision Rate(Acc/MVM) 2.484 Expected Collision Rate C.Traffic Factors Average Daily Traffic 2500 Length of Segment 2910 Lane Configuration single Lane Each Direction Street Classifaction Collector D.Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E. Adjacent Land Use residential Posted Speed Limit 35 Speed Limit Change? Revised Speed Limit Approved and Authorized for release by City of Redlands Public Works Department: Date Loc_# w • ■■i■ri!■iiili■iii!■■■RMEiRii■■!ii■■■■■E■��— SEMEN I ►_+►j+i■i■!i/i■i■i■!■iii■■■■.iii■i■i■.iiirii��i� /EBongos i■E■■iiiiii!■iMENow iiii■■■iiiiii�� ►=+■■■!■i�iiii■EME■ii■iiMEN iBongos■■Ei!■lRiE .wE■■■■i■iMliiR■E/■/■■/ii■l■■■■r■!■i■■■■■ii • • ► ►�u:+■■ii■■S■i■■■■/■■!ii■i■!■ii■i■i■/■i■i■i0i REE■■ii■■iiiliii■ii■REMEN O■■iii■■EE■ill■-�� ►:i.M.+!■/■■■■i■ii■on on ►=+►_+ ■■i■■■!i!i/■i■101F C �►�+/■ii■i■/i/ilii■■i.■!■■/■i■i■i■/■■/■iL73 ►=+►ft►�+►.+/!lllrOMENS/iiii!liliiiiSimon i/ir/ii�l r�+►+r�oi+►�o�tr;�r:+Ri■OMMr■■i■■!■ii■ii■■EME/■■■■■■■Q .•T T7.7 ►„o.+►�f►,oma+►_t►�+/iii■i■!■r■i!■■!■iiiiii/■■i■i■i■i©fid- T . _/E!!/itri0M■■!/EMM■■■iEEnoun EE/iiiiE3 i ►�+►L«►o+►.4 + ►_,►_+►;+► MEEi/■■i■■iR■ilii/■■■ison iMi■■/■ii'OR # iiOiMO■i/iMii/■i/ii■/iMEE■Ei0i■iE/riipp ► Oli■■!r■■■■■■!■i■■■■ri■r!■i/ii!■!i!■ii■■i/ ►��►�+ill■ilii/iii/iE■iE■M/liO/iiiEEii■EiiRid ■M/i■EER■RiRiME■iMiMEM■■■■■ii/iE■/i■iii■��� ►;�►:+r`a:�+irii■>iii■MMENEMi won iiiii■■■!/iM■/iMEMO 0 on on on i©[ E ommol■iii■a■i■■■i■lfii■■■■iiiiiiriiiiii/0� o■■■rt■!l!lMEN!OMEN ri■!■li■ir■■■r■i■i■!■0 ►��■i/■■iiiiii/■!■■■■ilii■■■MEMEi■fiiRiiMii■i ►Ziii■■iMi■i■■EiE■iiii■R■iEMsoon ■i■!Oi■E■0 no OEM lrEi■■■■rSEEN ■■l■ir■li��� � ilriE■i■ on NONE ■/■■rim!■E■■i/i■■■iiE■■■i■ioniiiRoom ■lii��� ■■■lrilio!!i!E!man R!!!i■iRi■!!Eisoon lri■��r ■i■■■■lEiE■■■■■MESONS MMErMEE■EEEEEME■■ii�� no as ■EEM■E■■/iiEMEE■■i■■■ri■/�r� EEE/■R!i!i■EE■ii■■man!!R!ElMEN liRliir■!/��� ■liiiRinow■O■M/i■■man Mi■!■RSEE i■■■■/■ii■��� ■ii■Ri■!■/iii■■■■E!!r■iii■i SEE■iiiROEM■■ON ■Er■�■E■!/E/■iiEEE■Mil■■iiiONE iii■M■i■r■�� iRi■ifi■i■iii/■M!■R■iM■Miiiim� pili■■i■■M■iM■i■i■■ii■E!■r■M■R�■iii■iii■i� ■■■rrERMEEEMEERMii■■■OMENS i■■!i■iii■■!i■��MM0MMMI l i■i/i■ilii!■ROMEO RE■ii■■i■!iilii■■O■■■■/-�� iiiiii■■OiOiiOR■i■i■ilii■■■liiiii■iiiiii��� ■■!/Mi!■!ElErM■■!!M■■■■li■i/iilRiiE■■■■■I � E■■M■■i■■■i■■ii■R■iiiiiii■Ri■i■■■ii■■M/OEM ■■!■iM■/i■ii■■iii■il■■■!i■iiiEMEN E/■i■iim�� EEEilr■MEESElE■MEN lMiori■!!i■iOEM■iii■TONE ■■i■!■■EMMiiir!■MMEM■E■■s!M■E■■Ei■ii■!■OMENS so ME li■■ii■i!■EiriM■iiiiiii��� f IEEE■!!EEREEi/lErlow ii■■EElMlirii■r■!■lE ■■■� 85th Percentile Speed: L7.1 Date of Survey: 0511712001 Start Time: 10:04, Weather: clear 50th Percentile Speed: 33.4 End Time: +. 15th Percentile Speed: �7-9 Road Condition: .... Posted Speed: 35 Observer:10 MPH Pace: 29-38 Street Class.: collecto Number in Pace: Conditions not Percent in Pace: 76Apparent: City of Redlands Traffic Engineering Department Radar Speed Data Work Sheet Date: -2 1 Location # Street Name: Observer: Limits: !7,�'P• Location of Survey: Weather: Cir, e_ Roadway Geometrics: Road Cond: Conditions Not Apparent: Posted Speed: ? Start Time: rJ OL- Lane Config. End Time: )�:D u 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: v Direction: 1. '1 21. ?+ 41. 61. 81. i. i 21. -31 41. 61. 81. 2. ? 22. �� 42. 62. 82. 2.-;1 22-73 42. 62. 82. 3. 7 23. (� 43. 63. 83. 3.� 23.-TT 43. 63. 83. 4.= 24. 4�. 64. 84. 4. F5 24. -31 44. 64. 84. 5.i_ 25_. 2- 45. 65. 85. 5. Z7 ZS. <:: 46. 65. 85. 6. - 26. �-= 46. 66. 8fi. 6. 26. 3 u_ 46. 66. 86. 7. 27. _ 47. 67. 87. 7. 3 i 27. 47. 67. 87. 8. 28. 48, 68. 88. 8. D 28. 48. 68. 88. 9. -4 29. -7 49. 69. 89. 9. 29. 49. 69. 89. ,-:5 7 3Q. _ 6Q. 70. 9Q. 1fl. �'� 30. SO- - - TQ. 94. 11. -1 31. 27 51. 71. 91. 11. 31. 51. 71. 91. 12. '7, ' 32,15- 52. 72. 92. 12. 2- 7 32. 52. 72. 92. 13. 33. -7, 53. 73. 93. 13. 2 g 33. 53. 73. 93. 14. " 34. 54. 74. 94. 14. Z LF 34. 54. 74. 94. 15. 2L 35. 55. 75. 95. 15. z`7 35. 55. 75. 95. 16. =� 36. 56. 76. 96. 16. 2 36. 56. 76. 96. 17. ? 37. 57. 77. 97. 17. 3(o 37. 57. 77. 97. 18. `� 38. 58. 78. 98. 18. Z 38. 58. 78. 98. 19. 1 co 39. 59. 79. 99. 19. h 39. 59. 79. 99. 20. 40. 60. 80. 100. 20. 5 SJ 40. 60. 80. 100._„ Comments: