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HomeMy WebLinkAbout6669 RESOLUTION NO 6669 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 Surveys and Speed Survey Data sheets), attached hereto as Exhibit "A," and made a part thereof, have 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 Live Oak Canyon Road Date of Study November 14, 2007 Speed Limits as follows 55 mph on Live Oak Canyon Road for the portion of Live Oak Canyon Road that lies within the City of Redlands beginning approximately 0 3 mile east of San Timoteo Canyon Road and extending easterly approximately one mile SECTION TWO Pursuant to Section 10 20 060 of the Redlands Municipal Code, a traffic engineering investigation (Engineering, Traffic and Speed Surveys and Speed Survey Data sheets), attached hereto as Exhibit "A," and made a part thereof, have been conducted for Live Oak Canyon Road and the following advisory speed signs have been found most appropriate to facilitate the orderly movement of traffic and are reasonable and safe The curves were labeled B thru I beginning with the first curve approximately 600 feet west of the bridge that crosses Live Oak Canyon Creek and heading easterly, photo with labels attached Curve °B" should be posted with a 30 mph advisory speed sign Curve "C" should be posted with a 25 mph advisory speed sign Curve "D" should be posted with a 30 mph advisory speed sign Curve "E" should be posted with a 30 mph advisory speed sign Curve "F" should be posted with a 25 mph advisory speed sign Curve "G" should be posted with a 30 mph advisory speed sign Curve "H should be posted with a 30 mph advisory speed sign Curve `l' should be posted with a 25 mph advisory speed sign ADOPTED, SIGNED AND APPROVED THIS 15TH DAY OF JANUARY, 2008 ayor ATTEST ( lam, l `1 City erk I, Lorne Poyzer, 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 15th day of January , 2008, by the following vote AYES Councilmembers Gilbreath, Gallagher, Aguilar, Bean, Mayor Harrison NOES None ABSENT None ABSTAIN None L 3 rle oyzer, Clt I rk 'C EXHIBIT "A" ENGINEERING, TRAFFIC AND SPEED SURVEY HIGHWAY UNDER SURVEY. Live Oak Canyon Road AREA OF: Between San Timoteo Canyon Road and the Easterly City Limits DATE OF SURVEY: November 14, 2007 RECOMMENDATIONS. Based on the facts of this survey,it is recommended that the portion of Live Oak Canyon Road that lies within the city limits Just east of San Timoteo Canyon Road beginning approximately 0 3 mile east of San Timoteo Canyon Road and extends easterly approximately one mile on a straight of way the centerline of which is the city limit line, be posted 55 mph This area is currently unposted and the prima facie speed limit is 55 mph A radar speed survey of this segment of Live Oak Canyon Road showed a critical speed of 58 7 mph This segment of Live Oak Canyon Road is under Joint Jurisdictional control, the north half of the road is within the City of Redlands and the south half of the road is within Riverside County The posting of the south half of the roadway for eastbound traffic will require Riverside County authorization Live Oak Canyon Road is rural in nature The roadway has one lane in each direction and has very little usable shoulder along much of its length The easterly segment of Live Oak Canyon Road that lies within the city limits has numerous curves that require advisory speed signs This curve segment begins approximately 600 feet west of the bridge that crosses Live Oak Canyon Creek and then proceeds easterly for approximately one mile where the roadway straightens out and the centerline is again the city linut line for approximately 950 feet and then Live Oak Canyon Road is no longer within the city limits A ball bank survey was conducted on this curve section with the following results The curves were labeled B thru I beginning with the first curve approximately 600 feet west of the bridge that crosses Live Oak Canyon Creek and heading easterly, photo with labels attached Curve "B" should be posted with a 30 mph advisory speed sign Curve"C"should be posted with a 25 mph advisory speed sign Curve"D" should be posted with a 30 mph advisory speed sign Curve"E" should be posted with a 30 mph advisory speed sign Curve"F" should be posted with a 25 mph advisory speed sign Curve"G" should be posted with a 30 mph advisory speed sign Curve"IT' should be posted with a 30 mph advisory speed sign Curve"I" should be posted with a 25 mph advisory speed sign There have been 24 reported accidents on Live Oak Canyon Road in the past three years from January 2005 to November 2007 Out of the 24 reported accidents 14 were traffic collisions involving other vehicles and one of the collisions was a fatality It is recommended that the roadway be posted as follows 1. Post 55 mph signs for westbound traffic a) Along the frontage of 30306 Live Oak Canyon Road b ) Just west of Revello Road Prepare by TOM T. FUJIWARA City Engineer Reviewed by Traffic and Parking Commission e e 5;� 12- 20- 2607 Signature Date City of Redlands Department of Public Works Traffic Engineering Department Street Name LIVE OAK CANYON RD Limits SAN TIMOTEO CANYON RD to OUTER 110 HIGHWAY Radar Survey Sheet X=EastlWest 5 10 15 20 25 30 35 40 # %ea cum% 80 1 10% 100% 75 70 1 10% 99.0% 659 _ 1 10% 981% 1 10% 971% 1 10% 96.2% 6 5.8% 95.2% 60 3 2.9% 89.4% ��-__-- 5 4.8% 86.5% 3 2.9% 817% 3 2.9% 78.8% 3 2.9% 76.0%1 55 3 2.9% 731% 3 2.9% 70.2% 4 3.8% 673% 3 2.9% 635% 8 77% 606% 50 9 87% 52.9% 6 5.8% 442% 7 67% 38.5% 4 3.8% 317% 8 77% 279% 45 4 3.8% 20.2% 5 4.8% 16.3% 3 2.9% 115% 2 19% 87% 40 1 10% 67% 2 19% 58% 3 2.9% 3.8% 1 10% 10% 35 Total samples 1� Date of Survey 11/14/2007 Start Time 9.50 ■ 85th Percentile Speed 587 50th Percentile Speed; 497 Weather: Clear End Time 10.30 - 15th Percentile Speed. 43.7 Road Condition. Good Posted Speed 10 MPH Pace* 44-53 Street Class Secondary Arterial Observer: A. CREEF Number in Pace. 58 _ Conditions not Shoulder Conditions Percent in Pace 55.8% Apparent City of Redlands Department of Public Works Engineering and Traffic Survey Summary Street LIVE OAK CANYON RD Field Observer A. CREEF Limits SAN TIMOTEO CANYON RD Checked By OUTER 110 HIGHWAY Date 1111412007 Factors Direction East/West A. Prevailinq Speed Data Location of Survey 0 5 MI EAST OF SAN TIMOTEO CANYON ROAD 85th Percentile 587 10 mph Pace 44-53 Percent in Pace 558% Posted Speed Limit B Collision History Date Range Covered To ( } Total Collisions Collision Rate(Acc/MVM) Expected Collision Rate C Traffic Factors Average Daily Traffic Length of Segment Lane Configuration Single Lane Each Direction Street Classifaction Secondary Arterial D Conditions Not Readilv Apparent Conditions Shoulder Conditions Roadway Geometrics Comments E Adiacent Land Use RURAL Posted Speed Limit Speed Limit Change? Revised Speed Limit Approved and Authorized for release by City of Redlands Department of Public Works C�c� 1`z/a19 Date Loc 9 City of Redlands Traffic Engineering Department Radar Speed Data Work Sheet Date h-14-07 Location # Street Name U\ie C3 K- c 4&I-p o -iL.Z> Observer: - GF--Z'G-fz Limits Location of Survey Weather CtCL, Roadway Geometrics: Road Cond -b R:-� Conditions Not Apparent- Posted Speed: N/A, Start Time 5-10 Lane ConfiigEnd Time �v% Adjacent Land Use "ZO�tl� L� 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 W! Direction. ( ��vCo 1'� 21• 41• ]_ 61. 81 1. 55 21 (i 41. 7Co 61. 81 2 44 22• 42 570 62. 82. 2 566- 22. 29 42. L 62 82 3 �-- 23 43 � 63 83 3. 23 G 43 63 83 4 -7 24._(Da 44. 5 64 84 4.-42- 24 -57 _ 44 _ 64 84 5 13 25 �_� 45 56 65 85. 5 5` 25 4L 45 d 65 85 6 �� 26 `�� 46 66 86 6 6 7„ 26 _ 46 55 66 86. 7•- I- 2 47. 67 87 7 5Z 27 47.aE 67. 87 s �'� 288 48 68. 88 8 28. 48. 68 88. 9 29. 49 69 89 9-_f L 29 -16 49 &1 69. 89 10 30. 57 S0. Iii. 90. 10.3 30 r'� GO.T+ : 70 90 11 31 5+ 51 6-Z 71 91. 11 5-1 31 51 71 91 12 32 „�D 52.-5--'�L 72 92 12. 57 32 52 72 92 . 14-6n 34 _5+ 54 74 94' 13 33. 47 53. 73 93 14 9 34. 54 74 94 15 13-7 35. 6D 55, 75. 95. 15. y 35 55. 75 95 16 LD 36 �� 56 � 75, 96. 16 � 36. S6 76 96 17 `�y 37 57. 77 97 17. _d 37 _ 57 77 97 18. 4 38 58. T8. 98. 18 `50 38. 58. 78 98 19 111- 39 59 79 99 19. ✓( 39 _2L 59 79. 99. 20 40. 60. 80. 100. 20. 61 40 5-7 60 80 100 Comments. !� a Figure 4-2 a DETERMINATION OF COMFORTABLE SPEED FROM a BALL BANK INDICATOR READINGS Driver ART CREEF Co Rte. PM Observer To��UJIWAR,4 CLIIOV,5 11511 Vehicle .402 1-i vl5 oAK CAV YON SAD Sta To Direction EAsT BarlAla Date �� 1/0-/ klEST Bricl n — — - Weather_,d i Y Type of Pavement* /A. C, Cond - Cond of Pavement- G o o,D Min. Sight Dist. thru Curve Approach Speed fn (Estimated or Observed) G7 Z 20 _I j_I 20 � U'� — -- z 15 -- 16z v n LIMIT LINE 10 10 0 .. A 5 5 10 15 20 25 30 35 40 45 50 55 60 65 70 S _ if SPEED (MILES PER HOUR) A FIgurs 4-2 DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Driver ART CAE&r Co. Rte PM Observer—1-64i EUJIWA� A CU�2V irG r� Vehicie ¢02 LIVE OAK CANYON �Aa Sta. To - Direction EAsrgauAID Date 1111410-7 K1637 BbUND - Weather /Z&A,Y Type of Pavement. /A.c, Cond of Pavement n D Min Sight Dist thru Curve, Approach Speed V� (Estimated or Observed) Z 20 �— ! 20 F N — oQ Z 150. 15 �_ _ n tlA11T LIN E 4 - 10 10 0 v M w ..J6 m 10 15 20 25 30 35 40 45 50 55 60 65 70 y SPEED (MILES PER HOUR) Figure 4-2 DETERMINATION OF COMFORTABLE SPEED FROM M BALL BANK INDICATOR READINGS Driver ,4R T C,66c F Co Rte. PM Observer7_OA4 FUJIWA A cueV6 11 1) rr Sta To _ Vehicle .402 I-I V,E OAC CAVYaAI ?,oAD Direction EA5T�uND Date /i9/a7 k1E5`T BbYND Weather_. fA1g 4SVIVAvY Type of Pavement, /A.C Cond. of Pavement- GOOD Min Sight Dist. thru Curve. Approach Speed to (Estimated or Observed). G� z 20 20 4-- 1 1 � I^ z 15 � 15 . . z v n 10 L1MIT LINE i0 - v - m a 5 —— -- 5 m 10 15 20 25 30 35 40 45 50 55 60 65 70 y SPEED (MILES PER HOUR) -i 1 Figure 4-2 DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Driver AR T C,65&F Co Rte PM Observer—To,t41C:,UJIWAffA_ yr ry Vehicle ¢02 I-lv,5 oAx CA,(yov ?,o,GD Sta To �J 07 Direction EAST BOt1ND Date Weather � ► ,jy�►rY VVES7 BciclntD — — -'-- _ Type of Pavement A,C, Cond - Cond of Pavement- GOOD - Min. Sight Dist. thru Curve. Approach Speed to (Estimated or Observed). Z 20 20 V1 00 15 1-74 15 a v n LIMIT L 10 - 10 1 0 � - v M a 5 �` _ 5M 10 15 20 2 30 35 40 45 50 55 60 65 70 N %No � -r J SPEED (MILES PER HOUR) 01 n Figure 4-2 3 DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Driver AR 7' CRE&F Co Rte PM Observer 7OM xU fIWARA CUgV1 5 "F rr Vehicle .402 I-I Vl5 OAK CAuYO1V ?,O AD Sta To = Date �� 11q10-7 Direction EAS T BavvD Weather: �A,R �SU�wvY K1631 SOUND — Type of Pavement. A.c, Cond of Pavement G a o D Min. Sight Dist. thru Curve Approach Speed N (Estimated or Observed) G1 z 20 — �. I �— 20 N FFFF I� z 15 _X 15 z Q n 10T7 LIMIT LINE 10 v - m a 5 _ ------- 5 m 10 15 20 2f 30 35 40 45 50 55 60 65 70 N rll/ i SPEED (MILES PER HOUR) m C7 Figure 4-2 DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Driver AR 7' 2R.6&F Co. Rte. PM Observer TOM FfJ,f1vVAR4 C11,2VE }►err Sta To Vehicle 402 4.1V5 OAK CANYonv ?oAZ) '5AsT50LIND Date // ��_!L/07 Direction Weather A,2 �(1d(�L.�' WEST SOUND — Type of Pavement. /A,C, Cond. - Cond. of Pavement. Goo D Min. Sight Dist. thru Curve: Approach Speed (Estimated or Observed): �} z 20 20 ) N W z 1500 15 A z v i n LIMIT LINE o o v M a 5 E -- 5 m 10 15 20 25 30 35 40 45 50 55 60 65 70 Trl N SPEED (MILES PER HOUR) m Figure 4-2 DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Driver AR 7- C��e F Co. Rte. PM 7OA4 �U� CU�V� Observer TlwARA rn rr Vehicle 402 I-IV OAK CANYON 7,0,4D Direction To Direction 5's`ST BavND Date �� 114107 WE57 Bvu14D — — Weather LAIR /-T rY Type of Pavement C Cond. of Pavement. GOOD Min. Sight Dist. thru Curve- Approach Speed (Estimated or Observed) z 20 r 20 N H4- I 00 a z 1 15 5 z v n 1 o LIMIT LINE 10 _ 0 - v m - 5 ..: 5 m 10 15 20 30 35 40 45 50 55 60 65 70 N - 1/ � J SPEED (MILES PER HOUR) n` Figure 4-2 m DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Driver ART C,eE&F Co Rte PM Observer _ 7-044 FUJIWARA C L/9 v� �, � ', Sta. To - Vehicle 40 Z L-IV,5 OAK CANYON ?,o,4D 'er rgacJR/D �� �1a� Direction Date Weather /�ArR AIA&LY Type of Pavement � C Cond of Pavement- GOOD Mite Sight Dist. thru Curve. Approach Speed - CO (Estimated or Observed) G) z 20 I _ 20 F v, 4— z - 15 15 � v 0 LIMIT LINE 10 70 C M v m A 5 5 m 10 15 20 25 30 35 40 45 50 55 60 65 70 N y J SPEED (MALES PER HOUR) ti�11°? IfJ*0-7 - 24 wzllx-rs — I¢ Co,-L-fSlo+us - 1 f47aL, Case 4 Date Time Type of Call Location -ti I c Collision-- 5=1 188 ollision----50201188 02/05/05 242 DRUNK DRIVING/MISDEMEANOR 30288 LIVE OAK CANYON RD 50201188 02105/05 242 PDO TIC SHORT FORM 30288 LIVE OAK CANYON RD Traffic Collision- ' W uair7ruo low TRAFFI AZA R^ ! 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