The URL can be used to link to this page

Home My WebLink About4597_CCv0001.pdf RESOLUTION NO. 4597 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 22352 (b-1) and 22352 (b-2) 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: Center Street Date of Study: August 2, 1989 Speed Limits as Follows: 30 miles per hour between State Street and Cypress Avenue except the speed limit shall be 25 miles per hour between Olive Avenue and Clark Street. 35 miles per hour between Cypress Avenue and Crescent Avenue. ADOPTED, SIGNED AND APPROVED this 16th day of January, 1990 . l Mayor of``h.e of Redl ,#ids ATTEST: -t City Cierk ___ I, Barrie 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 16th day of January, 1990, by the following vote: AYES: Councilmembers Beswick, Cunningham, Larson, Milson; Mayor DeMirjyn NOES: None ABSENT: None City C,Lerk Resolution No. 4597 Page two ENGINEERING, TRAFFIC AND SPEED SURVEY HIGHWAY UNDER SURVEY: Center Street 1 AREA OF: Between State Street and Crescent Avenue DATE OF SURVEY: August 2, 1989 RECOMMENDATION: It is recommended, based on the facts of this survey, that Center Street between State Street and Cypress Avenue remain a 30 MPH zone. It is also recommended that Center Street between Cypress Avenue and Crescent remain a 35 MPH zone. Parts of these areas meet the requirements of 22352 (b-1) CVC (residential/business district) for a 25 MPH zone. The observed critical speeds between State Street and Palm Avenue were as follows: 1. At Glennwood 34 (Pace 26-36, Average 30) 2 . At Clark St. 34 (Pace 26-36, Average 29) 3 . At North Pl 34 (Pace 26-36, Average 29) 4 . At Clifton Ave 34 (Pace 28-38, Average 30) There is one school on the roadway between Olive Avenue and Clark Street. This area meets the requirements of 22352 (b-2) (school zone) for a 25 MPH zone. Taking these facts into consideration a speed limit of 30 MPH between State Street and Cypress Avenue would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner. The observed critical speed between Palm Avenue and Crescent Avenue was 34 MPH (Pace speed 26-36, Average 30) . This area is primarily residential . The roadway width is 48 feet, and all intersections are controlled by stop signs. Taking these facts into consideration, a speed limit of 35.4 MPH would be appropriate to facilitate the orderly movement of traffic in a safe and reasonable manner on Center Street between Palm Avenue and Crescent Avenue. [i[E t It is recommended that the roadway be posted as follows: 1 . Post 3o MPH for south bound traffic a) Just south of State Street b) Just south of Brookside Avenue c) Just south of Olive Avenue d) Just south of Fern Avenue 2 . Post 30 MPH for north bound traffic a) Just north of Cypress Avenue b) Just north of Fern Avenue c) Just north of Olive Avenue d) Just north of Brookside Avenue e) At Center Place 3 . Post 35 MPH for south bound traffic a) Just south of Palm Avenue b) Just south of Highland Avenue 4 . Post 35 MPH for north bound traffic a) Just north of Crescent Avenue b) Just north of Highland Avenue Bili L. Cranfill , rgean /Traffic Safety Section SURVEY REVIEWED BY: TRAFFIC COMMISSION RADAR SPEED SURVEY STREET: CENTER ST. LOCATION: CLARK DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 30 DATE: 08/02/89 TIME START: 0952 TIME END: 1032 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN MPH NUMBER OF VEHICLES # OF $ OF VERS TOTAL CUM 20 XX 2 1. 4 1. 4 22 XXXXXXX 7 4 . 8 6. 2 24 XXXX 4 2 . 8 9 . 0 26 XXXXXXXXXXXXXXXXXXX 19 13 . 1 22 . 1 28 XXXXXXXXXXXXXXXXXXXXXXXXX 25 17 . 2 39 . 3 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 30 20. 7 60 . 0 32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 30 20. 7 80. 7 34 XXXXXXXXXXXXXXXXXX 18 12 . 4 93 . 1 36 XXXXXXXX 8 5 . 5 98 . 6 38 X 1 0 . 7 99 . 3 40 X 1 0 . 7 100 . 0 TOTAL NUMBER OF VERS: 145 CRITICAL SPEED (85%) : 34 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 29 MPH MEDIAN SPEED: 30 MPH CERTIFICATION: LT. BUEERMA _ DATE RADAR SPEED SURVEY STREET: CENTER ST. LOCATION: GLENWOOD DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 30 DATE: 08/02/89 TIME START: 0910 TIME END: 0950 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN MPH NUMBER OF VEHICLES # OF % OF o VEHS TOTAL CUM 22 XX 2 1. 7 1. 7 24 XXX 3 2 . 5 4 . 2 26 XXXXXXXXXX 10 8 . 3 12 . 5 28 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 21. 7 34 . 2 30 XXXXXXXXXXXXXXXXXXXXXX 22 18 . 3 52 . 5 32 XXXXXXXXXXXXXXXXXXXXX 21 17. 5 70. 0 34 XXXXXXXXXXXXXXXXXXXXX 21 17 . 5 87 . 5 36 XXXXXXX 7 5 . 8 93 . 3 38 XXXX 4 3 . 3 96 . 7 40 XXX 3 2 . 5 99 . 2 42 X 1 0. 8 100 . 0 TOTAL NUMBER OF VEHS: 120 CRITICAL SPEED (85%) : 34 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 30 MPH MEDIAN SPEED: 32 MPH CERTIFICATION: LT. BUEE z G _ DATE RADAR SPEED SURVEY STREET: CENTER ST. LOCATION: WALNUT DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 35 DATE: 08/02/89 TIME START: 101.5 TIME END: 1040 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN MPH NUMBER OF VEHICLES # OF OF VEHS TOTAL CUM 24 XXX 3 2 . 7 2 .7 26 XXXXXXXXXXXXXXXXX 17 15. 2 17 . 9 28 XXXXXXXXXXXXXXX 15 13 . 4 31 . 3 30 XXXXXXXXXXXXXXXXXXXXXXXXX 25 22 . 3 53 . 6 32 XXXXXXXXXXXXXXXXXX 18 16. 1 69 . 6 34 XXXXXXXXXXXXXXXXXXXXXX 22 19. 6 89 . 3 36 XXXXXXXXXX 10 8 . 9 98 . 2 38 XX 2 1. 8 100 . 0 TOTAL NUMBER OF VEHS: 112 CRITICAL SPEED (85%) : 34 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 30 MPH MEDIAN SPEED: 31 MPH CERTIFICATION: LT. BUEERMAN ,, .: _yr DATE `I E RADAR SPEED SURVEY STREET: CENTER ST. LOCATION: CLIFTON DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 35 DATE: 08/02/89 TIME START: 1150 TIME END: 1245 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN MPH NUMBER OF VEHICLES # OF % OF $ VEHS TOTAL CUM 22 XXX 3 2 . 2 2 . 2 24 XXXXXXX 7 5. 2 7 . 4 26 XXXXXXXXX 9 6 . 7 14 . 1. 28 XXXXXXXXXXXXXXXXXXXXXXXX 24 17. 8 31. 9 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 36 26 . 7 58 . 5 32 XXXXXXXXXXXXXXXXXXXXXX 22 16. 3 74 .8 34 XXXXXXXXXXXXXXXXX 17 12 . 6 87 . 4 36 XXXXXXXXXXXXXXX 15 11. 1 98 . 5 38 XX 2 1. 5 100. 0 TOTAL NUMBER OF VEHS : 135 CRITICAL SPEED (85%) : 34 MPH PACE SPEED: 28 TO 38 MPH AVERAGE SPEED: 30 MPH MEDIAN SPEED: 30 MPH CERTIFICATION: LT. BUEERMAN � ,qDATE RADAR SPEED SURVEY STREET: CENTER ST. LOCATION: NORTH PL. DIREC'T'ION OF TRAVEL: NIS EXISTING SPEED LIMIT: 30 DATE: 08/02/89 TIME START: 1100 TIME END: 1140 WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN MPH NUMBER OF VEHICLES # OF OF % VEHS TOTAL CUM 18 XXX 3 2 . 8 2 . 8 20 X 1 0. 9 3 . 7 22 X 1 0. 9 4 . 6 24 XXXX 4 3 . 7 8 . 3 26 XXXXXXXXXXXXX 13 12 . 0 20 . 4 28 XXXXXXXXXXXXXXXXXX 18 16 . 7 37 . 0 30 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 25. 9 63 . 0 32 XXXXXXXXXXXXXXXXXXXXX 21 19 . 4 82 . 4 34 XXXXXXXXXXX 11 10 . 2 92 . 6 36 XXXXXXXX 8 7 . 4 100 . 0 TOTAL NUMBER OF VEHS: 108 CRITICAL SPEED (85%) : 34 MPH PACE SPEED: 26 TO 36 MPH AVERAGE SPEED: 29 MPH MEDIAN SPEED: 27 MPH CERTIFICATION: LT. BUEERMANN DATE 1�1 SPEED SURVEY ;/yA 14ORKSHL•ET No ti �N,� A 3 ' nf' I, HIGHWAY NkIE s � � .- .1 � ;'� I i „ _ ', • . ,; ., III CrhiiCExFS hlrp7M[IfTS � Q � ,� ~• � '1. \ `"�i, T 4.1 BETWEEN SrAZET AND FERN AVr DATE OF SURVEY A iter sit,•i ? m r " � locvb mw k, FILE NUMBER A tfmom w DEVELOPtTENTZ�- ROADV'AY WIDTH NO. OF STRIPED LANES - TYPE• OP DIVISION STRIP I - �1s4N�Yf[LQ� TRAFI'IC SIGNAL DATA fF/cSi�.v.+u ztr yr- AVERAGE DAILY TRAFFIC OBSERVED SPEED - CRITICAL OBSERVED SPEED -PACE _ EXISTING SIGNED ZONE .34 PROPOSED SPEED LIMIT 3 n ACCIDENT _ . I . 1 . , ..• �.�.� ; 3 : '; ' :.: : : : : : ' l : .1 . : :.: : . : ' : ' . : : . } ; . • : : ' : - LEGEND 19 1 , 1 1 f , , � � � • XX 'ROP. DAM. ONLY /�j '+� . : i j J : : : X • : . . : . ' : : ' I : . : : : . . : ' : : t : : : j 1 i • L • J , ` • a 1 ` • ' 1 ' , ` ' I 1 I 1 l 1 • T ION-FATAL 'ATAL 19p� � : : ' : ; � : . .t . 1 ... : . � _: : '_ ' . Y : ; ; :, � : SrK*l`,D SURVl'.Y It WORKSHEETex 0 HIGHWAY NAME 13rTWEEN jEERAt j A `� - ► A�: Al „ IT •L f f�A� ►.�'� ► '► • ' N h .! I+s `n _ "fly w V Q AND D ^� l�C ES C! /�I/� E— r' —� �Y ---� Q h a . n. ►w� .i t ^1rY r w.i1491L �` L �l t N i l cv rV S� , A`► Imo[ DATE OF SURVEY "' v FILE NUMBER , DEVELOPMENT ROADWAY WIDTH - NO. OF STRIPED LANES zwo L EC TYPF OF DTVTSTON STRIP u.1 TRAFFIC SIGNAL DATA AVP;RA(-.E DALLY TRA17FIC OISSERVE,D SPI"i"D - CR1"TICAL _ 013S1;RVED SPl'ED - -PACE EXISTING SIGNED ZONE -- O - - 35 - PROPOSED SPI E[) LIMIT - 0 LEGEND ACCIDENT i1q9 1 1 I 3 4 1 1 1 PROP. DAM. ONLY 19 � ; fJ I ! � J � 1 1J NON-FATAL , I II rATAL 1 l9