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Home My WebLink About4067_CCv0001.pdf RESOLUTION NO. 4067 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 (b) (1) , 22352 (b) (2) , and 22357 of the California Vehicle Code and Article 680 of the Redlands Traffic Ordinance, the following highway has been studied and the following speed limits are hereby found most appro- priate to facilitate the orderly movement of traffic and are reason- able and safe: Highway: Church Street Date of study: April 12, 1985 1. Post 30 MPH signs for northbound traffic: a) Just north of Central Avenue. b) Just north of Colton Avenue. c) Just north of Brockton Avenue. d) Just north of Lugonia Avenue. e) Just north of Pennsylvania Avenue. f) Just north of San Bernardino Avenue. 2. Post 30 MPH signs for southbound traffic: a) Just south of Pioneer Avenue. b) Just south of San Bernardino Avenue. c) Just south of Pennsylvania Avenue. d) Just south of Lugonia Avenue. e) Just south of Brockton Avenue. f) Just south of Central Avenue. 3 . Maintain the currently posted "25 MPH When School Children Are Present" signs for Redlands High School and the Redlands Christian School.. ADOPTED, SIGNED AND APPROVED this 21st day of May, 1985. Mayor of the City of Redlands ATTEST: Caty Jerk ENGINEERING , TRAFFIC AND SPEED SURVEY HIGHWAY UNDER SURVEY: Church Street AREA OF • Between Pioneer Ave. and Redlands Blvd. DATE OF SURVEY: April 12 , 1985 RECOMMENDATIONS : It is recommended that based on the facts of this survey that Church Street between Pioneer Avenue and Redlands Boulevard remain posted for 30 MPH. The area between Pioneer Avenue and San Bernardino Avenue meets the requirements of 22352 b-1 (residential district) for a speed limit of 25 MPH. The area between Redlands Boulevard and Central Avenue meets the requirements of CVC 22325 b-2 (school zone) for a speed limit of 25 MPH when school children are present. The area between Brockton Avenue and Lugonia Avenue meets the requirements of CVC 22352 b-2 for a speed limit of 25 MPH when school children are present. The observed critical speeds were 32 MPH at Stuart Avenue (pace speed 24 to 34 , average 27) , 32 MPH at Campus Avenue (pace speed 26 to 36 , average 29) , 32 MPH at Harvard Court (pace speed 26 to 36 , average 29) and 36 MPH at Pennsylvania Avenue (pace speed 28 to 38 , average 30) Taking the above facts into consideration a speed limit of 30 MPH would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. The areas between Redlands Boulevard and Central Avenue and between Brockton Avenue and Lugonia Avenue should remain posted for 25 MPH when school children are present. It is recommended that the roadway be sign posted as follows : 1. Post 30 MPH signs for north bound traffic : a) Just north of Central Avenue. b) Just north of Colton Avenue. c) Just north of Brockton Avenue. d) Just north of Lugonia Avenue. e) Just north of Pennsylvania Avenue. e) ,lust north of San Bernardino Avenue. 2 . Post 30 MPH signs for south bound traffic: a) Just south of Pioneer Avenue. b) Just south of San Bernardino Avenue. c) Just south of Pennsylvania Avenue. d) Just south of Lugonia Avenue. 1 e) ,lust south of Brockton Avenin. f) Just south of Central Avenue. 3. Maintain the currently posted. 25 MPH when school children are present signs for the Redlands High School and. the Redlands Christian School . Cletus F. Hyman, Xieutenant Redlands Police Department Survey Reviewed By The Redlands Traffic ommissionc Chairman RADAR SPEED SURVEY STREET : CHURCH ST. LOCATION: PENNSYLVANIA AVE. DIRECTION OF TRAVEL: N/S EXISTING SPEED LIMIT: 30 DATE: 03/08/85 TIME START: 1115 TIME END: 1150 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: J. CULLEN MPH NUMBER OF VEHICLES # OF % OF % VEHS TOTAL CUM 20 XXX 3 2 . 3 2 . 3 22 X 1 0 . 8 3 .0 24 XXXXXXX 7 5 . 3 8 . 3 26 XXXXXXXXXX 10 7 . 6 15 . 9 28 XXXXXXXXXXXXXXXXXXXXXX 22 16 . 7 32 . 6 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 21 . 2 53 . 8 32 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 19 . 7 73 . 5 34 XXXXXXXXXXXXXX 14 10 . 6 84 . 1 36 XXXXXXXXXX 10 7 . 6 91 . 7 38 XXXXXXXX 8 6 . 1 97 . 7 40 X 1 0 . 8 98 . 5 42 XX 2 1 . 5 100 . 0 TOTAL NUMBER OF VERS: 132 CRITICAL SPEED (85%) : 36 MPH PACE SPEED: 28 TO 38 MPH AVERAGE SPEED: 30 MPH MEDIAN SPEED: 31 MPH CERTIFICATION: LT. C. HYMAN DATE <j;�- RADAR SPEED SURVEY STREET: CHURCH ST. LOCATION: CAMPUS AVE. DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT : 30 DATE: 03/08/85 TIME START: 1040 TIME END: 1110 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: J. CULLEN MPH NUMBER OF VEHICLES # OF % OF % VEHS TOTAL CUM 20 X 1 0 . 5 0 . 5 22 XXX 3 1 . 5 2 . 0 24 XXXXXXXXXX 10 5 . 0 7 . 0 26 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 14 . 5 21 . 5 28 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 45 22 . 5 44 . 0 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 48 24 .0 68 . 0 32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 42 21. 0 89 . 0 34 XXXXXXXXXXXX 12 6 . 0 95 . 0 36 XXXXXX 6 3 . 0 98 . 0 38 XX 2 1. 0 99 . 0 40 XX 2 1. 0 100 . 0 TOTAL NUMBER OF VEHS : 200 CRITICAL SPEED (85s) : 32 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 29 MPH MEDIAN SPEED: 30 MPH CERTIFICATION: LT. C. HYMAN DATE RADAR SPEED SURVEY STREET: CHURCH ST. LOCATION: HARVARD CT. DIRECTION OF TRAVEL: N/S EXISTING SPEED LIMIT: 30 DATE : 03/08/85 TIME START: 1000 TIME END: 1030 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: J. CULLEN MPH NUMBER OF VEHICLES # OF % OF % VEHS TOTAL cum 20 XX 2 0 . 9 0 . 9 22 XXX 3 1 . 3 2 . 2 24 XXXXXXXXXXXXX 13 5 . 7 7 .9 26 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 12 . 2 20 . 1 28 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 52 22 . 7 42 . 8 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 49 21 . 4 64 . 2 32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 52 22 . 7 86 . 9 34 XXXXXXXXXXXXXXXXXX 18 7. 9 94 . 8 36 XXXXXX 6 2 . 6 97. 4 38 XXX 3 1. 3 98 . 7 40 XX 2 0 .9 99 . 6 42 X 1 0 . 4 100 . 0 TOTAL NUMBER OF VEHS : 229 CRITICAL SPEED (85%) : 32 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 29 MPH MEDIAN SPEED: 31 MPH CERTIFICATION: LT. C . HYMAN DATE RADAR SPEED SURVEY STREET: CHURCH ST. LOCATION: STUART AVE. DIRECTION OF TRAVEL: N/S EXISTING SPEED LIMIT: 30 DATE: 03/08/85 TIME START: 1325 TIME END: 1355 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: J. CULLEN MPH NUMBER OF VEHICLES # OF % OF VEHS TOTAL CUM 20 XX 2 0 . 9 0 . 9 22 XXXXX 5 2 . 4 3 . 3 24 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 35 16 . 5 19 . 8 26 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 52 24. 5 44 . 3 28 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 45 21. 2 65 . 6 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 37 17 . 5 83 . 0 32 XXXXXXXXXXXXXXXXXXXXXXX 23 10 . 8 93 . 9 34 XXXXXXXXX 9 4 . 2 98 . 1 36 XX 2 0 .9 99 . 1 38 X 1 0 . 5 99 . 5 40 X 1 0 . 5 100 .0 TOTAL NUMBER OF VEHS : 212 CRITICAL SPEED (85a) : 32 MPH PACE SPEED: 24 TO 34 MPH AVERAGE SPEED: 27 MPH MEDIAN SPEED: 30 MPH CERTIFICATION: LT. C. HYMANDATE G� Z� SPEED SURVEY No Qr WORKSHEET # ILI EL HIGHWAY NME 2 ' BFTWELN Tq- 03 az, AND DATE OF SURVEY A FILE, NUMBER TRAM(- Sj�ji,,RL DEVELOPMUNT lid CC, u,-,i!'+„ ROADWAY WIDTH q so' NO. OF STRIPED LANES TWL> Al TYPE OF DIVISION STRIP No E K L AJ -VL lli)aj i")z -s TRAFFIC SIGNAL DATA AVERAGE DAILY TRAFFIC 16 f)1- AL 6B�-'F-R-VED SPEED - CRITICAL OBSERVEID SPEED - PACE JZ EXISTING SIGNED ZONE PROPOSED SPEED LIMIT tA 4A ACCIDENT . , . i . , . . . . , . - JL LEGEND 19 PROP. DAM. ONLY 41 NON-FATAL FATAL 1 t SPEED SURVEY 7) WORKSHEET t4 ef: HIGHWAY NAME A A BETWEEN • c4 Y kj AND 4U DATE OF SURVLY FILE NUMBER- DEVELOPMENT ................................... f F, MADWAY WIDTH J,5c NO. OF__.STRTPM) l_XN1,59__ 7 TYPE OF DIVTSTON, STRIP T%%PFTC STGNAL DATA c� ,Tvti Avt�, X�VFkACE DATLY TRAFFTC OBSERVED SPEED - CRITICAL OBSERVED SPEED - PACE EXISTING SIGNED--ZONE PROPOS171D SPEED LTMTT ACCIDENT LEGEND 19 s3;2- -T,-, . PROP. DAIM. ONLY X1 . . . . . . . . . . . . NOMI-FATAL FATAL 19