The URL can be used to link to this page

Home My WebLink About4155_CCv0001.pdf RESOLUTION NO. 4155 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO CHAPTER 67 OF THE REDLANDS ORDINANCE CODE Pursuant to studies made in accordance with Chapter 67 of the Redlands Ordinance Code and the presentation of information gained in such studies , the City Council hereby finds and determines that traffic conditions and the convenience of the public require that certain regulations are necessary and shall be established. SECTION ONE: Pursuant to Sections 40802 (b) , 22352 , 22357 , and 22358 of the California vehicle Code and Article 680 , Section 68001 (a) of the Redlands Traffic Ordinance, the following highway has been studied and the following speed limits are hereby found most appropriate to facilitate the orderly movement of traffic and are reasonable and safe : Highway: San Bernardino Avenue Area of: Between Tennessee Street and Wabash Avenue Completion Date: February 6 , 1986 Speed Limits as Follows : 50 MPH between Tennessee Street and Texas Street 40 MPH between Texas Street and Orange Street 30 MPH between Orange Street and Occidental Drive 45 MPH between Occidental Drive and Wabash Avenue ADOPTED, SIGNED AND APPROVED this 18th day of March , 1986 . Mayor of the City of Redlands ATTEST: C�ty )Clerk } ENGINEERING, TRAFFIC, AND SPEED SURVEY t� HIGHWAY UNDER SURVEY: SAN BERNARDINO AVENUE Area: Between Tennessee Street and Wabash Avenue Completion Date: February 6, 1986 Based upon the facts accumulated in this study, it is recommended that the speed limits be adopted for San Bernardino Avenue as follows: 1. 50mph for the area between Tennessee Street and Texas Street. 2. 40 mph for the area between Texas Street and Orange Street. 3. 30mph for the area between Orange Street and Occidental Drive. 4. 45 mph for the area between Occidental Drive and Wabash Avenue. The area between Tennessee Street and Texas Street is currently posted as a 50mph zone. The area is largely orange groves with only two residences at the street. The observed critical speed was 50mph (DOWN from previous critical speed of 52 in 1979) and the pace speed was 42-52. Taking the above facts into consideration a speed limit of 50mph would facilitate the safe and orderly movement of traffic in a safe and reasonable manner. The area between Texas Street and Orange Street is currently posted at 40mph. The area does not meet the residence requirements for a prima facie limit although new streets and residences have been added since the last survey in 1979. The observed critical speed was 38mph with a pace speed of 30 to 40mph. The width of the roadway in this area is (from West to East) 36' to 63' to 38' to 631 . Based on the above facts a speed limit of 40mph would facilitate the safe and orderly movement of traffic in a safe and reasonable manner. The area between Orange Street and Church Street is currently posted 30mph. The area between Orange Street and Glover Street meets the requirements of California Vehicle Code section 22352(b)(1) (Residential-Business District) . The area between Glover Street and Church Street has a school (Clement Junior High) and year-around ballfield (Community Ballfield) on the south side of the street and 4 residential cul-de-sacs on the north side of the street. This area meets the requirements for CVC section 22352 (b) (2) (School Zone) . The area at the school is posted for 25mph while children are present. The observed critical pace was 40mph and the pace speed was 28 to 38mph. The area be- tween Church Street and Occidental Drive is currently posted for 40mph. During the past 4 years, the area has experienced a heavy increase of residential structures along with a corresponding rise in vehicular and pedestrian traffic. Based on the above facts a speed unit of 30mph would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. The area between Lassen Street and Jason Court should remain posted for 25mph when school children are present. The area between Occidental Street and Wabash Avenue is largely orange groves with few residences. This area has a dirt shoulder and a narrow roadway (19' and 23') . The critical speed was 48mph and the pace speed was 36 to 46mph. This area has experienced a low accident rate during the past 5 years. This area is currently posted for 50mph. Taking the above facts into consideration, a speed limit of 45mph would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. It is recommended that San Bernardino Avenue be posted in the following manner: 1. For eastbound traffic. a. 50mph speed limit sign east of Tennessee Street. b. 40mph speed limit sign east of Texas Street (currently posted) . c. 30mph speed limit sign east of Orange Street (currently posted) . d. 30mph speed limit sign east of Church Street. e. 45mph speed limit sign east of Occidental Street (currently posted) . f. 45mph speed limit sign east of Judson Street (currently posted) . 2. For westbound traffic: a. 45mph speed limit sign west of Wabash Avenue (currently posted) . b. 45mph speed limit sign west of Judson Street (currently posted) . C. 30mph speed limit sign east of Occidental Street. d. 30mph speed limit sign west of Church Street (currently posted) . e. 40mph speed limit sign west of Orange Street. f. 50mph speed limit sign west of. Texas Street. 3. Maintain current school zone posting for east and westbound traffic at Clement Junior High. Cletus F. Hyman, Lieutenant Redlands Police Department Reviewed by Traffic Commission: (Date) i RADAR SPEED SURVEY STREET: SAN BERNARDINO AVE . LOCATION: E/OF OCCIDENTAL ST. DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 40 DATE: 02/06/86 TIME START: 1450 TIME END: 1555 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF . CULLEN MPH NUMBER OF VEHICLES # OF OF % VEHS TOTAL CUM 22 X 1 0.7 0 .7 24 XXX 3 2 .1 2 .9 26 XXX 3 2. 1 5.0 28 XXXXX 5 3.6 8 .6 30 XXXXXXX 7 5.0 13.6 32 XXXXXXXX 8 5 .7 19 .3 34 XXXXXXXXX - 9 6.4 25 .7 36 XXXXXXXXXXXXXXXXXX 18 12.9 38.6 38 XXXXXXXXXXXXXX 14 10.0 48 .6 40 XXXXXXXXXXX 11 7.9 56 . 4 42 XXXXXXXXXXXX 12 8 .6 65 .0 44 XXXXXXXXXXXXXXX 15 10.7 75 .7 46 XXXXXXXXXXX 11 7 .9 83 .6 48 XXXXXX 6 4.3 87 .9 50 XXXXXXX 7 5 .0 92 .9 52 XXXXX 5 3 .6 96.4 54 XXX 3 2. 1 98 .6 56 XX 2 1.4 100.0 'OTAL NUMBER OF VEHS: 140 :RITICAL SPEED (85%) : 48 MPH 'ACE SPEED: 36 TO 46 MPH iVERAGE SPEED: 39 MPH SEDIAN SPEED: 39 MPH CERTIFICATION: LT. C. HYMAN DATE i »32Q El32 - 2 '3rl =£OILLVD IaI322) 2d!! I[ :C2-=ES E2IC2: 2I 2J!! 22 Oz 2E =C22ES 22 Ra! OC = (%§2) O2EE5 5e2i3I@1 ZZI :SQ2a 00 22E9m! §e3Q D' GOI 8' O I y O§ E'G§ a- O I S# t' SG S' O I \ S# g' £S g- E [ 2". t# § I ' §G ' � , # E- OG gig 82\ ye: O# D ' EB I' S �� 2t22 SE (- £± 5' II #I - X7xxIX\2xky2/ 9E #' gg O'ST 3E 22 :z2 2X2 {2\XIX"«y�,K 2[ ?' Bt I'E/ £3 �w=y222 y\X2� dX41. � 22XX EE E' gE 9- gI 5I 222\2222/X222X \ DE ±' OI g ' § 8 2: ;{X22 EE "X"A gE 0. 0 8' 0 I k #E 2nD ri23C3 SSSA % 20 % JO # 22§)IE1 ZO w5S2m7 2d: 2222nD ' 220 :5 CJSS£C zae :EOI3IORO2 270& 59222 :#22372£ OEEI = r:2 2EI3 DEEI :32e3E 22I3 22/9O/EO :23\C O[ :3I232 Oz2JSlI3SI 2 ! S :5 1 3 Jr 2OISgGSIC a&£OgD JO/!1 :§OI37D0q '532 W I GUVI7 22 EVS :32553& zEa£nS oSEJg avO� RADARSPEED SURVEY STREET: SAP: BERNARDINO AVE . LOCATION: ;,/OF OHIO ST. DIRECTION OF TRAVEL: E/-. CHISTING SPED LIMIT: 40 NATE: 02/06/u6 TIKE START: 1335 TINE END: 1445 :FEATHER: CL2AR ROAD CONDITION: DRY ODSERVZR: OFF . CULLEN iPH NUNBER OF VEHICLES n OF OF VEHS TOTAL C0I 24 t. 1 0 . 5 0 . 6 25 XX :.._, 5 3 .2 3 . 9 28 XXX:e:;:ZY , 9 5 .3 9 .7 30 XXXXX=XXXXXXXXXXNXXX 22 14 .2 23 .9 2 nXXX:,.:=XOtt.AanXXnn.{..XXXnXztrAnn J_ 20 .0 43.9 34 XXXXXV. , 4nnitsXXuNXA!uX X SXXXnN,:,.' 3 1 20 .0 c 3 . 35 XX' _ _ ,.,-•a,sr<raJ•. XX.' 13 11.5 75 .5 '3 O a� �'ie1.Sn..A�,�tnn ) /y '1 ;;'11 rt'}} 38 XX[)liAN7 ,A ZXXX2XXXX 20 12 .J 33 .4 40 XXXXXX. ZZA 10 6 .5 94 .8 4 XAnAet'ttl I 4 .5 99 . 4 44 0 0 .0 99 . 4 46 X 1 0 .6 100 .0 WTPAL NUnBER Or V ENS: 155 :RITICAa SPEED (85%) : 33 APP ?ACE SPEED: 30 TO 40 NPH WERAGE SPEED: 33 MPH 4E,DIAN SPEED: 35 HP`I C RTIFIC ATION: Sze ,:GG pct_. 2-? � - 6 LT. C. 11YLHA�! � DATE RADAR SPEED SURVEY STREET: SAN BERNARDINO AVE . LOCATION: E/OF TENNESSEE ST. DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 50 DATE: 02/06/86 TIME START: 1605 TIME END: 1700 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN MPH NUMBER OF VEHICLES # OF % OF % VEHS TOTAL CUM 30 XXX 3 1 . 0 51. 6 32 X 1 0.3 51 . 9 34 XXX 3 1.0 52 .9 36 XX 2 0.6 53 .5 38 XXXXXXXXXXXXXX 14 4.5 58 .0 40 XXXXXXXXXX 10 3 .2 61 .2 42 XXXXXXXXXXXXXXXX 16 5 .1 66 .3 44 XXXXXXXXXXXXXXXXXXXXXXX 23 7.4 73 .7 46 XXXXXXXXXXXXXXXXXXXXXXXXX 25 8 .0 81 .7 48 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 8 .3 90.1 50 XXXXXXXXXXXXXXX 15 4.8 94.9 52 XXXXXXXX 8 2 .6 97 . 4 54 XXXXXX 6 1 . 9 99 .4 56 0 0 .0 99 .4 58 XX 2 0.6 100.0 TOTAL NUMBER OF VEHS: 312 CRITICAL SPEED (85%) : 50 MPH PACE SPEED: 42 TO 52 MPH AVERAGE SPEED: 45 MPH MEDIAN SPEED: 44 MPH CERTIFICATION: LT . C. HYMAbK DATE 1 SPEED SURVEY If WORKSHEET # N,o r lh, HIGHWAY NAME BETWEEN pt o fir IA oRp AND A_T 7 DATE OF SURVEY FILE NUMBER DEVELOPMENT X,X/,5/A A ROADWAY 14IDTII :3Fm NO. OF STRIPED LANES kkl�l 7 7 TYPE OF DTVISION STRIP TRAFFIC SIGNAL DATA AVERAGE DAILY TRAFFIC OBSERVED SPEED - CRITICAL ---L-J- OBSERVED SPEED - PACE EXISTING SIGNED ZONE PROPOSED SPEED LIMIT ACCIDENT . i t LEGEND 1.9 'ROP. DMI. ONLY 19 ;ON-FATAL 4 A ,"ATAL 19 SPEED SURVEY WORKSHEETS V pfe Qcy , J , HIGHWAY NAME BFTWEEN AND Qf) DATE OF SURVEY k- Mod FILE NUMBER cy- DrVELOPMENT Aj(7 ROADWAY WIDTH NO. OF STRIPED LANES TYPE OF DIVISION STRIP TRAFFIC SIGNAL DATA IEGE DAILY TRAFFIC 71 k OBSERVED SPEED - CRITICAL 013SERVED SPEED - PACE EXISTING SIGNED ZONE PROPOSED SPEED LIMIT 11. ACCIDENT LEGEND 19 . . . . . . . . . PROP. DAM. ONLY l9 NON-FATAL FATAL . . . . . . . . . . . 1%4- PIN yCvWV .10 SPEED SURVEY WORKSHEET # �10�r�I U. A A Q F— PCs. HIGHWAY NAME L IDV BETWEEN 1-f AND C) DATE OF SURVEY QL A -X FILE NUMBER (i, DEVELOPMENT ROADWAY WIDTH NO. OF STRIPED LANES Alo TYPE OF DIVISION STRIP TRAFFIC SIGNAL DATA AVERAGE DAILY TRAFFIC OBSERVED SPEED - CRITICAL OBSERVED SPEED —PACE Ll-1� NTC F� EXISTING SIGNED ZONE Ljo PROPOSED SPEED LIMIT ACCIDENT LEGEND ........... ?ROP. DAM. ONLY 9 JON-FATAL . . . . . . 'ATAL 19