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HomeMy WebLinkAbout4732_CCv0001.pdf RESOLUTION NO. 4732 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 Cite 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 Section 40802 (b) of the California Vehicle Code 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: Church Street. Date of Study: October 5 , 1990 Speed Limit as Follows: 30 miles per hour between Pioneer Avenue to Redlands Boulevard Maintain school zone as currently posted for north and south bound traffic at Redlands High School and Redlands Christian School. ADOPTED, SIGNED AND APPROVED this 15th day of January, 1991. Mayor- _t i o e nds ATTEST: i y Clerk vJ ENGINEERING, TRAFFIC AND SPEED SURVEY HIGHWAY UNDER SURVEY: Church Street AREA OF: Between Pioneer Ave. and Redlands Blvd. DATE OF SURVEY: October 5, 1990 RECOMMENDATION: It is recommended that bases 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 34 MPH at Stuart Avenue (pace speed 26 to 36, average 29) , 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 26 to 36, average 31) . 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 posted as follows: 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 the Redlands High School and the Redlands Christian School. Jamesu—eermann, Lieutenant/Traffic Safety Section SURVEY REVIEWED BY: TRAFFIC COMMISSION Z/ Chairman RADAR SPEED SURVEY STREET: CHURCH ST. LOCATION: PENNSYLVANIA AVE. DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 30 DATE: 10/05/90 TIME START: 1505 TIME END: 1520 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: DORSEY MPH NUMBER OF VEHICLES # OF o OF a VERS TOTAL CUM 26 XXXXXXXXXXXXXXXXXXX 19 14 . 6 14 . 6 28 XXXXXXXXXXXXXXXX 16 12 . 3 26 . 9 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 35 26 . 9 53 . 8 32 XXXXXXXXXXXXXXXXXXXXXXXX 24 18 . 5 72 . 3 34 XXXXXXXXXXX 11 8 . 5 80. 8 36 XXXXXXXXX 9 6 . 9 87 . 7 38 XXXXXX 6 4 . 6 92 . 3 40 XXXXX 5 3 . 8 96. 2 42 XXXXX 5 3 . 8 100. 0 TOTAL NUMBER OF VEHS : 130 CRITICAL SPEED (85;) : 36 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 31 MPH MEDIAN SPEED: 34 MPH CIWTIF I A N LT. BNaRMANN DATE i I k r RADAR SPEED SURVEY STREET: CHURCH ST. LOCATION: HARVARD CT. DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 30 DATE: 10/05/90 TIME START: 1450 TIME END: 1500 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: BRUNN MPH NUMBER OF VEHICLES # OF % OF % VEHS TOTAL CUM 24 XXXXXX 6 6. 0 6. 0 26 XXXXXXXXXXXXXXX 15 15. 0 21. 0 28 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 28 . 0 49 . 0 30 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 26 . 0 75. 0 32 XXXXXXXXXXX 11 11. 0 86. 0 34 XXXXXX 6 6. 0 92 . 0 36 XXXXX 5 5. 0 97 . 0 38 XXX 3 3 . 0 100.0 TOTAL NUMBER OF VERS : 100 CRITICAL SPEED (85%) : 32 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 29 MPH MEDIAN SPEED: 31 MPH CERTIFICATION: / © LT. BUEE N DATE RADAR SPEED SURVEY STREET: CHURCH ST. LOCATION: CAMPUS AVE. DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 30 DATE: 10/05/90 TIME START: 1.135 TIME END: 1210 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: DORSEY MPH NUMBER OF VEHICLES # OF % OF VEHS TOTAL cum 18 X 1 0. 5 0. 5 20 X 1 0. 5 1. 0 22 XXX 3 1. 4 2 . 4 24 XXXXXXXXXXXXXXX 15 7. 2 9 . 7 26 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 14 . 0 23 . 7 28 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 44 21. 3 44 . 9 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 46 22 . 2 67 . 1 32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 39 18 . 8 86 . 0 34 XXXXXXXXXXXXXXXXXX 18 8.7 94 . 7 36 XXXX 4 1.9 96 . 6 38 XXXXX 5 2 . 4 99 . 0 40 X 1 0. 5 99 . 5 42 0 0. 0 99 . 5 44 X 1 0. 5 100. 0 TOTAL NUMBER OF VEHS : 207 CRITICAL SPEED (850) : 32 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 29 MPH MEDIAN SPEED: 31 MPH CERTIYIWATI LT. BUEERMA= DATt RADAR SPEED SURVEY STREET: CHURCH ST. LOCATION: STUART AVE. DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 30 DATE: 10/05/90 TIME START: 1435 TIME END: 1445 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: BRUNN MPH NUMBER OF VEHICLES # OF % OF % VERS TOTAL CUM 20 XX 2 2 . 0 2 . 0 22 XX 2 2 . 0 4 . 0 24 XX 2 2 . 0 6. 0 26 XXXXXXXXXXXXXXX 15 15. 0 21 . 0 28 XXXXXXXXXXXXXXXXXXXXXXX 23 23 . 0 44 . 0 30 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 26 . 0 70 . 0 32 XXXXXXXXXXXXXX 14 14 . 0 84 . 0 34 XXXXXXXXXX ' 10 10. 0 94 . 0 36 X 1 1. 0 95 . 0 38 XXX 3 3 . 0 98 . 0 40 XX 2 2 . 0 100. 0 TOTAL NUMBER OF VERS : 100 CRITICAL SPEED (850) : 34 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 29 MPH MEDIAN SPEED: 30 MPH CERTIFICATION: 004 LT. ITUEERMALW DATE RADAR SPEED SURVEY STREET: CHURCH ST. LOCATION: CHURCH ST./CLARK ST. DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 30 DATE: 10/05/90 TIME START: 1015 TIME END: 1130 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: DORSEY MPH NUMBER OF VEHICLES # OF % OF o VEHS TOTAL CUM 16 XXX 3 1. 5 1. 5 18 XXXXXXXXXXXXXXXXXXXXXXXXX 25 12 . 2 13 .7 20 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 59 28 . 8 42 .4 22 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 60 29 . 3 71. 7 24 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 13 . 7 85 .4 26 XXXXXXXXXXXXXX 14 6 . 8 92 . 2 28 XXXXXXX 7 3 . 4 95. 6 30 XXXXX 5 2 . 4 98 . 0 32 X 1 0 . 5 98 . 5 34 XX 2 1 . 0 99 . 5 36 X 1 0. 5 100. 0 TOTAL NUMBER OF' VEHS : 205 CRITICAL SPEED (850) : 24 MPH PACE SPEED: 18 TO 28 MPH AVERAGE SPEED: 22 MPH MEDIAN SPEED: 26 MPH CE IFICATI . LTI. DATE (r)NI MjL.' SPEED SURVEY Nor Nr � WORKSHEET # q-s_?_ r) < t.1 V1 0 _c Nu t),C H HIGHWAY NAME BETWEEN r-Eg AV[ AND \j DATE OF SURVEY s FILE NUI�IHR DEVELOPMENT JAj ROAD14AY WIDTH NO. OF STRIPED LANES TNo :5 TYPE OF DIVISION STRIP c,ti,E ILI TRAF17TC SIGNAL DATA 4 AVERAGE DAILY TRAFFIC OBSERVED SPEED — CRITICAL OBSERVED SPEED — PACE Lp T- 6up T EXISTING SIGNED ZONE L, P) PH PROPOSED SPEED LIMIT _jXA4t X : ACCIDENT LEGEND PRO". DAM. ONLY qSe NON—FATAL FATAL , SPEED SURVEY y I y WORKSHEET � #pr li U CC ITIGHWAY NAME rN BETWEEN AND L'>1 OC_KTv,� DATE Oi' SURVEY A - I RaF t S IG"'t,w FILE NUMBER G S F 3-4 DEVELOPMENT ROKI-)WAY WIDTH NO. OF STRIPED LANDS 7 w: TYPE OF DIVISION STRIPF LLir -- ZJc�v23F Sc+.t��t�d%r•.��,.ts~tl...,a, -��tS:,. ,�,' Y r�:� � - TRAFFIC SIGNAL DATA C e-(-7 mu Ave. ---___ C i?5 ,�✓4�. � ��;,. � � � ----- - AVERAGE DAILY TRAFFTC OBSERVED SPEED - CRITICAL a - OBSERVED SPEED - PNCE Z1p h,�'� 1S -c4 Z-6 ti••r" _-__-- EXISTING SIGNED ZONE PROPOSED SPEED LIMTT ACCIDENT LEGEND 143 PROP. llAM. 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