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HomeMy WebLinkAbout6706 RESOLUTION NO 6706 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 Omits 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, February 25 & 28, 2008 Speed Limits as follows 50 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 45 mph on Live Oak Canyon Road for the portion of Live Oak Canyon Road that is approximately 1300 feet long and is just west of the Live Oak Canyon bridge 45 mph on that portion of Live Oak Canyon Road that is approximately 800 feet long and is located approximately 0 8 mile east of the Live Oak Canyon bridge 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" is currently posted with a 25 mph advisory speed sign and should be posted with a 30 mph advisory speed sign Curve "C" should be posted with a 25 mph advisory speed sign Curve "D" is currently posted with a 25 mph advisory speed sign and should be posted with a 30 mph advisory speed sign Curve "E° is currently posted with a 25 mph advisory speed sign and should be posted with a 30 mph advisory speed sign Curve "F° is currently posted with a 30 mph advisory speed sign and 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 "I" is currently posted with a 30 mph speed advisory sign and should be posted with a 25 mph advisory speed sign ADOPTED, SIGNED AND APPROVED THIS 6TH DAY OF MAY, 2008 Mayor ATTEST C. y Cit Clerk 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 6th day of May, 2008, by the following vote AYES Councilmembers Gilbreath, Gallagher, Aguilar, Bean, Mayor Harrison NOES None ABSENT None ABSTAIN None Lorae(Poyzer, lerk 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 DATES OF SURVEY: November 14, 2007 and February 25 and 28, 2008 RECOMMENDATIONS: Live Oak Canyon Road is currently unposted and the prima facie speed limit is 55 mph There have been 24 reported accidents on Live Oak Canyon Road in the past two years and ten months 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 Ten of the traffic accidents occurred between December 2006 and November 2007 Live Oak Canyon Road is rural in nature The roadway has one lane in each direction which is approximately 12 feet wide with many horizontal and vertical curves throughout its length and has very little usable shoulders A radar speed survey of the segment of Live Oak Canyon Road beginning approximately 0 3 miles east of San Timoteo Canyon Road extending easterly approximately one mile on a straight section of roadway north of centerline within the city limit line, showed a critical speed of 58 7 mph This 85`h percentile speed can be rounded off to the nearest five mile per hour increment or 60 mph and then reduced by 5 mph to 55 mph Based on the survey and the excessive number of traffic accidents and roadway geometries, it is recommended that this portion of Live Oak Canyon Road be reduced to 50 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 The easterly segment of Live Oak Canyon Road lies within the city limits has numerous curves and transitional segments that require advisory speed signs Radar speed surveys were conducted on two short straight away transition segments located Just westerly of the Live Oak Canyon Road bridge and approximately 0 8 mile east of the bridge The first transition segment located approximately 1200 feet west of the Live Oak Canyon bridge showed a critical speed of 52 4 mph This 85" percentile speed can be rounded off to the nearest five mile per hour increment or 50 mph and then reduced by 5 mph to make the recommended speed limit 45 mph The second transition segment located approxunately 0 8 mile east of the bridge at 31900 & 32021 Live Oak Canyon Road The critical speed was 48 2 inph which can be rounded off to the nearest five mile per hour increment or 50 mph and then reduced by 5 mph to make the recommended speed limit 45 mph Based on the survey, it is recommended these two segments of Live Oak Canyon Road be posted 45 mph The curve segments begin approximately 600 feet west of the L ive Oak Canyon bridge then proceeds easterly for appro,,imately one mile on a straight section of roadway north of centerline being"ithin the city limit line; for approximately 950 telt at vdueli, I i.e Oak Canyon Road is no longer k'vitliin the city limits A ball bank survey was conducted on the curve sections with the following results The curves were labeled B thru I beginning with the first curve approximately 600 feet west of the bridge crosses Live Oak Canyon Creek and heading easterly (see 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 a30 mph advisory speed sign Curve"I"should be posted with a 25 mph advisory speed sign It is recommended that the roadway speed be posted as follows 1 Post 50 mph signs for westbound traffic, a) along the frontage of 30306 Live Oak Canyon Road, b ) west of Revello Road 2 Post 45 mph signs for westbound traffic, a ) across from the driveway at 31111 Live Oak Canyon Road, b ) approximately 360 feet east of the driveway of 31900 & 32021 Live Oak Canyon Road 3 Post 45 mph signs for eastbound traffic, a ) approximately 1200 feet west of the driveway at 31111 Live Oak Canyon Road, b } approximately 330 feet west of the driveway of 31900 & 32021 Live Oak Canyon Road 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Revised Speed Limit Approved and Authorized for release by City of Redlands Department of Public Works Q-A" lr-/Date Loc N City of Redlands Traffic Engineering Department Radar Speed Data Work Sheat Date: H- 14-07 Location # Streit Name•. C_1V� '7L-D Observer /'-�- cf-r-7{s -SAIL C..d ru-�n,u Limit• Location of Survey Weather C{ qR.. Roadway Geometr cs Road Cond -b ft,-,( Conditions Not Apparent Posted Speed 04 Start Time 50 Lane Contig. Lind Time: Adjacent Land Use 'VCU RA L. Street Clsssdlcation: Ad al - Collector _ Loin - Average Daily TraCalllsion Start Data ffic Segment Length: Collision End Data Speed Limit Changed? Collision Period Revised Limit: Total Collisions. Checked By: Collision Rate Expected Collision Rate Direction Direction �j �iVEp 1._1S 21 ..-41- 41 Q 01 a1 1 55 21 41 . 7Cn 61.E a1. 2._,& 22.�J 42,E i2. 3 82. 2. C� 22-11- ,,,,E- 42 _,� 62. 82 � 23 �� 43.� 03 83 3•-Ll. 23 ..G 43. 03. 83. 4.� 24. _ 4L. i4. a4 4,.41 24. 3 _ 44 3 �+L. a4. 5 � 25. 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Monson mag%mesommom�� i - = i • a i City of Redlands Department of Public Works Engineering and Traffic Surrey Summary Street LIVE OAK CANYON RU Field Observer M. POOL Limits SAN TIMOTEO CANYON RD Checked By. LIVE OAK CANYON BRIDGE Dom: 2/28/2008 Factors Direction: East/West A Prevailina Sneed Data Location of Survey APPROXIMATELY 1200 FT WEST OF THE BRIDGE 85th Percentile 524 10 mph Pace 41 -50 Percent in Pace 63.1% 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 bane Each Direction Street Classifaction Secondary Arterial D Conditions Not Readily ADoarent Conditions Shoulder Conditions Rodway Geometrics Horizontal Curve 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 Date Loc # City of Redlands Traffic Engineenng Department Date. Radar Speed Data Work Street �?�/� �j Location # Street Name f /f tF 0,41� `�pnf Observer: / `cam Limits M-7-?--o a-o / _,� C r)� Location of Survey. Weather r2 Roadway Geometrics Road Cond Conditions Not A onarent Pasted Speed _� ZVIA Start Time Lane Config End Time: Adjacent Land Use Street Classification. Arterial - Collector _ Local Average Daily Traffic Collision Start Date Segment Length Collision End Date Speed Limit Changed? Yes - No Colliston Period Revised Limit Total Collisions Checked By Collision Rate Expected Collision Rate Direction. = Direction G✓�/� 1 ---3fo- 21 -_4_ 41 I 61. 81 1 t 21. 1 e- 41 . 61 81 2. 0 22 '10 42 -_= 62. $2. 2 �� 22 _47_ 42 62. 82 3 -3Z- 23.� 43 � 63 83 3. 23. 1d 43. �� 63 _ 83. 4� 24 44. , ` 24-�- 44. 64. 84 � � ,�.. 64. 84 6 � 26.� 446 s5 86 5. 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Revised Speed Limit Approved and Authorized for release by City of Redlands Department of Public Works- Date Loc # City of Redlands Traffic Engineering Department Radar Speed Data Work Sheet Date -/0-5/k Location # Street Name. L-� 11�� �1a r'Z�---Jac"k, Observer GQ -rs-- Limrts Location of Survey i?o-o zo 7=1 Weather ! ( � Roadway Geometrics• Road Cond: Conditions Not A Posted Speed Apparent Start Time Lane Canfig End Time Adjacent Land Use 1z� n�h Street Classification Arterial Collector _ Local Average Daily Traffic Collision Start Date. Segment Length Collision End Date Speed Limit Changed? Yes - No Collision Period: Revised Limit Total Collisions Checked By Collision Rate Expected Collision Rate Direction 0� Directron•-_SI t� 1. 21 '1-v 41.*1 61 81 1. 4 21 41 61. 8i 2 J` 22 • - 42 7 62 82. z. � 22. 42. "C ss 32. 3. ` O 23.E? 43. 63._ 83 3 4O 23 4-7 43 � . „ 63. 83 4. 24 � 44.� 64 a4. 3 4. .7 24.22, 64 5 25. `7 45�_ R5. 7 85-- 5 S 25 746. 84. 6.�-7 26 ? 4�i - -,l? - 66. $i g 24 g5 85 T.-JL 27� 47_±2L 67 87. 7. 27. 47 �� a6 8 `� _ 28. 4a 68 a8. i. ' 2a �! 45.E 68 88. 9, 29,,,� 49, �Z gg a9 9 _ 29 .�„_ 4!, C9. 89 10. t 30.� 50. 7 70 90. 10. 0 30. - Stt. _ i1 a 31.� 51 71 91 11. Z 70. 90. 12. "1 32. 52. 3 31._� 51. 71 91 13 72._ 92 12. 32 '' 52. 72 92 14 Z 33 43 53. 73 93. 13 -2-7 33.� 53 73. -93 34.�� 54. �� 74 94 14. � 34. 'ra 54 74. 94 15 �%, 35.�� 55 J 75. 95 15. 5 35. 2 55. 75 95. 17. �� 36. 4`� 56 �(e � 76. 96 1g,� 36 �� 56. 76 96. �� 97 17 fJ 37 4p 57. 77 97 1a L 38 ' 'r 5a.=,� 78. 98 1a. ` f 38 5i 78. 19 = `� 39.� 58 4-S 79 98. IS. --� '.. 39 59 T9. 99 20 ,�", 40 � 60 �2 �---- _±L 8o 100. 20. 7:n 40. 60 80. 100 Comments Fl9we 4.2 3 DETERNWMATKI OF COMFORTABLE SPEED FROM SALL BANK INDICATOR READlNGiS Driver ART axles r Co. Rte. PM Observer 70A4 Ei.IJIWA&A CURV9 11131E Vehioie 40 Z L-W,5 OAK CANYON ?,OAD Ste' �o Direction EAST BavuD - Date /1 /i9/a7 Weather_ trkQ U"rY Type of Pavement: A.C, Cond. of Pavement GOOD Min. Sight Dist thru Curve: Approach Speed N (Estimated or Observed), Z 20 20 (A 11 IF 15 � FT 15 T FF 0 uA#fT MMA' r 10 O s LLUL III }D 10 15 20 25 30 35 40 45 50 55 60 65 70 SPEED (MILES PER HOW) � FlWn 4-2 DETERMINATIO ►1 OF COMFORTABLE SPEED FROM - B,AIBANK IIDWATOR -R AQ1-M- iS Driver AR T CZE F Ca Rte. PM Observer 7-OA4 F(2J1 w RA C URVL6 }'C '' Stai Vehicle 404 L-IV45 OAK CANYON A0,4D Dr To Direction E�ls7&avND Date kl�37 BtiwKD — -- — Weather. ?�,� IJAW Y Type of Pavement: A,C, Cond. of Pavement- G oQ D y Min. Sight Dist. thru Curve: _ Approach Speed _ W (Estimated or Observed), p Z 20 20 - I --H - 1 U 15 FTT LJMfT UNS #0 10 +111 .. n M Q - 5 iL 5 10 15 20 25 30 35 40 45 50 55 60 65 70 rA \ftw/ f la STEED (MILES KR H ) a s FIW* 4-2 - DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK LNDMATOR READil�C�iS Driver AR T Cke( r Co. Rte. PM Qb"rver TOM FUJI"" C UR V9 �r p rr Vehicle . 4-U LIVE OA)c CAmYON ?,o,4D Sts. To Direction F�tsT BCJCJi(JD Date �I 1a7 W&37 awl& — — - Weather- .5/"Y Type of Pavement: h,C, - Cond. of Pavement- G o o D Min. Sight Disk thru Curve: Approach Speed - iA (Estimated or Observod)• p Z 20 20 15 36 It Z 10 -- LIMIT o 0 M +fl /V V I --H+ J . Mple- 11 1 1 1 1 . -- += 10 1 5 20 25 30 35 40 45 50 55 60 65 70 M VM (MILES PER HWR) -. F19M 4-2 r 3 DETERU1lrtATION OF OOMFORTAKE SPEED FROM - SALL BANK UdWATOR READiNt3S Driver ART C,6Ec r Co. Rte. PM i Observer ToELLD"9A_ C11r2V� teEr� Vehicie 4 a Z 1-I V67 OAK CAXY0N ?,OAD Sia. To - Direction EAsT gacJ�t/D Unto !! 1/9/o? - Weather . - Type of Pavement: A,C• - Cond. of Pavement. G a o D Min. Sight Dial thru Curve: Approach Speed iA (Estimated or Observed) p - Z 20 20 IA JLL f 1 o - UMT UNK ,o oI --H -FIT I III Ed I 1 0A = �. v = M a - 5 10 15 20 2 30 35 40 45 50 55 60 65 70 a - J SPEED (MUAS PER ) r� n Fkun 4-2 ; r 3 DETE J AINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READI�lQS Driver ART ea r r Co. Rte. PM Observer Yan r ELZJbYARA CUJCV45 "F 1' Vehicle 40,9 L-1 VE OAK CANYON ?,0,4b Direction To _ DireCtian EAS Y BacJAD _ Date b/07 k1E37 8rxlwv — -- Weather Type of Pavement,. - Cond. of Pavement: Min. Sight Dist. thru Curve: Approach Speed - to (Estimated or Observed): Q Z 20 20 a 15 -1 H 46: 1 1 L/ - z_ _L I 1 -1 _ 9 I I I I I 1 o LIMIT LINK 10 G - x - � a -- m Q ,571111 — 5 5t 10 15 20 2? 30 35 40 45 50 55 60 65 70 q _ r� J =fin � {,��j� J SPEW i PER �7V� ) i Fhp* 4-2 r DETERMINATION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Driver ART CX-Cc-t-- Ca Rte. PM Observer 77oM 62 jI"RA Cu�V'E i� Vehicle 40 ,9 L-Mg OAK CAXYO,q ,CaAD D Distarection T° Direction 'EilST Ba[1ND Date /] //9/0-7 WESTlND — — Weather fdiS,.1,J.UAZ4IY Type of Pavement: ,A,a, Gond of Pavement Goo D Min. Sight Dist thru Curve: Approach Speed = to (Estimated or Observed), A - Z 20 20 cc 1fi X - Z Xp 10 10 x o M Q 5 5 10 15 20 25 30 35 40 45 50 55 60 65 70 �p = J sam (NK" PER NOW) � -4 r , FlWn 4.2 DETERJAINATM OF COMFORTABLE SPEEt'a FROM BAIL BANK IND"TOR. REM1Nt�iS Driver ART (Wi r Co. Rte. PM Obaerver 7ro� ELLZIWAR,,g� CUreVE �r� rr Vehicle 40 ? �1 UE oAK �1l CAYON AMD Ste' To Direction EAST,$dcJND - Date 111"010-7 klEST �odNp — Weather!rt$!BtY - Type of Pavement: Cond. of Pavement- Min. Sight Dist.that Curve, Approach Speed tts (Estimated or [?nerved) - Q _ Z 20 20 ---�--- --- 15 15 ,r Z 10 ~ uMtr Lt/111� 10 0 v m D - 5 5 10 15 20 30 35 40 45 50 55 60 65 70 y - W SPEW J (MMS P ) �� r Fhpn 4-Z a r DET ION OF COMFORTABLE SPEED FROM BALL BANK INDICATOR READINGS Driver Al?T C,QEEF Co. Rte. PM - C)bserver 706d FUJlWA�eA Caevs y' Z '' Vehicle 4 d� �t 1!E OAK CANYOAi ?,0,4bDir b To Direction EAs�BavND - Date -- Weather F E 1bGll Type of Pavement. A,C, Cond. of Pavement o o D Min, Sight Dist. thru Cuero: Approach Speed fA (Estimated or Observed)• p 20 20 15 � 15 i - - — z H- 10 - 0 -Til LlU t L�Nt 1D Pl/ M TTIO M EL v 5 5 1015 20 25 30 35 40 45 50 55 60 65 70 u ..w .. To SPEED (MILM PER HOUR) 5 .4 1 Cast 0 Dab Time Ty"of Can LOcaYon I 50201In 02MOO 242 DRUNK DRMNfiMSDEMEANOR 30288 LIVE OAK CANYON RD � =MISS 0201M 242 PDO TIC SHORT FORM 30M LIVE OAK CANYON RD Trak C40WW—® u uluvarw "n INTGROW"406M OAK CANYON440- -a-p ua1114wv 11IV r W uH Sam 311 �OMJd�Oi 188E TNAOTEO CMIYO Y UY 11rw 738 0 04=011 1817 RECKLESS VEH I CYC VIO 26000 LEVE OAK CANYON RD - 50403M 04/2201 18@7 HIT i RUWWSDEMEANON 28640 LIVE OAK CANYON RD TM IC C41MM - 044021M__ 12R TaC- NQ11iRGAT }4w R PCMT IN79E 0 06III610@ 1530 TRAFFIC HAZARD 31313 LIVE OAK CANYON RE% 5 0 owab" 160 TIC-NO REPORT 31111 LIVE OAK CANYON RD 317 429 PW TM BNORT44M t --b-llar�ww 2M I _ 0 lard MS Gro TIC-NO REPORT 31313 LIVE OAK CANYON RD a IMAM !F!@ 7. - *-H MlOS INUMOTAU IN L' 51111411 1iIVXI* if1S IMMOR INJURY TIG 31313 LIVE OAK CANYON RD Traft CaMaion--� ��'yMl41@t f 1st lits Poo . smox9jow �04-41tIM1®ED lift 44-01/0210@ 30411 I 0 02I1i10111 220! TIlA"DOLL-OTHIER JURS 21 SNE OAK CANYON RD Trd10 CON" 002M510 02112/0@ Isis FATAL TIC 32019 LIVE OAK CANYON RD Trask CoMaion1 D � O 02I23/Of ISO TRA"COLL OTHER JURS 30130 LIVE OAK CANYON RD Traft Coftlm I Slit INNATE 1 7'sri S '9141 18t= SWONT40M iNTUaTATE 1 MAM CAKCANYON RD Tmft Itlll[ 0 041Zf1f0@ 1068 TRAFF COLL-OTHER JURS 28813 LEVE OAC CANYON RD Tmft CoMaion-- - k Z- —'Oft"0@ t 1 T.,, A REPGR_ I► we MINGM FN"Fdfflf-T54. 114E MTA f1EI!t 80OD41W 06120@0@ 1641 Lemon INJURY TIC 31313 LIVE OAK CANYON RD Trafla Coll�lOn E'' NOMISSEMMAJOR 6%4 QM SK .1 0 OE AVMS on TIC-NO REPORT 3WM LIVE QW CANYON RD TnrMa CaiMMn iil� 0 iQKw 0@ 1304 TRAFFIC HAZARD 31437 LIVE OAK CANYON RD 1 0 1611M I 04646 _li7 INVIA01TATIS 09 AS CANVOWN15 080017350 200@-12-22 00:00:00 2230 1125 31313 LIVE OAC CANYON RD 1 OWM7366 2000-12-23 OO:OOAO 0137 11-20 31000 LIVE OAK CANYON RD OMM7400 200612-23 00MIM 23`17 11-25 310M LNE OAK CANYON RD 1-7 - 4114090-401111 11W WE am lei 08801790 200612 27 00D M IMS 11-25 3203@ LIVE OAK CANYON RD j. i u..,. 2W74)1-22 00:00:00 I83@ 11.83 30370 UNE OAK CANYON RD TraMc COMaion L 9 0700D40M 2007-02-04 00:0000 2129 11.83 31437 LIVE OAK CANYON RD TnWft CaNdm Z a Go; code 1131 l" - UM 22M 2007-03-28 OD:OOAO 1750 11-83 31313 LIVE OAK CANYON RD TrMMc CoMOm 7- H4: 14.0>E— LIVE AA Y 1 0700884871 2007-062500:00:00 2000 11-02 Cly Prop 31000 LIVE OAK CANYON RD Tmft CoMalon z 070007143 2007-0606 00:00:00 2062 11-83 300M SNE OAK CANYON RD Tral6Q Coftm Y1 YY 1'11♦ O7M1173 200711-24 DOA0:00 2147 1143 LIVE OAK CANYON RD i OAK GROVE ON Traft CoMabn , e. climits Aprll 2007 lmagaG Feb 2006 Irriagerl � f L cont©4 'gam streets a � r c imits April it 20 Ox Ima I AYE Feb 2005 Imac 4 "i 4 pfd e. . z Al Y $x ­Md ": 40 z r7 M - F l street$ y rpo 1 d ili 2007 Emal Feb 2005 Imac Al IN" �s i g� pI Egg I. 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