HomeMy WebLinkAbout4066_CCv0001.pdf RESOLUTION NO. 4066
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 regu-
lations are necessary and shall be established.
SECTION ONE: Pursuant to Sections 40802 (b) , 22352 (b) (1) 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 appropriate to facilitate
the orderly movement of traffic and are reasonable and safe:
Highway: Brookside Avenue
Date of study: April 12, 1985
It is recommended that Brookside Avenue between Eureka Street and
Lakeside Avenue remain posted as follows:
1 . For eastbound traffic:
a) 35 MPH speed limit sign east of San Mateo Street on
Brookside Avenue .
b) 30 MPH speed limit sign east of Center Street on
Brookside Avenue.
2. For westbound traffic:
a) 30 MPH speed limit sign west of Eureka Street on Brookside
Avenue.
b) 35 MPH speed limit sign west of Center Street on Brookside
Avenue .
c) 35 MPH speed limit sign west of San Mateo Street on
Brookside Avenue.
ADOPTED, SIGNED AND APPROVED this 21st day of May, 1985.
0"A 'z' xj'1_4"�-Ze:�
Mayor of the City of Redlands
ATTEST:
Cit / lerk
ENGINEERING, TRAFFIC AND SPEED SAFETY
HIGHWAY UNDER SURVEY: Brookside Avenue
AREA OF: Between Eureka Street and Lakeside Avenue
DATE OF SURVEY: April 12 , 1985
RECOMMENDATIONS:
It is recommended, based on the facts of this survey, that Brookside
Avenue between Eureka Street and Center Street remain posted for
30 M.P.H. . The area of Brookside Avenue between Eureka Street
and Center Street is currently posted for 30 M.P.H. , Brookside
Avenue is heavily traveled with a landscaped center divider in
this area. There is one lane for traffic in each direction. The
critical speed is 32 M.P.H. with a pace speed of 24 to 34 M.P.H.
The area meets the requirements of California Vehicle Code section
22352 (b) (1) (residential - business districts) for a 25 M.P.H. zone,
but the critical speed and a low accident picture (excluding
intersections) indicated that a 30 M.P .H. speed limit would be
appropriate to facilitate the orderly movement of traffic in a
safe and reasonable manner.
The area of Brookside Avenue between Center Street and Lakeside
Avenue is heavily traveled. There is a landscaped center divider
between Center Street and Tennessee Street. The critical speed
is 38M.P.H. and the pace speed 30 to 40 M.P.H. . The area meets
the requirements of California Vehicle Code section 22352 (b) (1)
(residential - business district) for a 25 M.P.H. zone, but the
critical and pace speeds plus a low accident picture (excluding
intersections) indicate that a 35 M.P .H. speed limit would
facilitate the safe and orderly movement of traffic .
This survey does not encompass that area of Brookside Avenue
between Lakeside Avenue and Terracina Boulevard.
It is recommended that Brookside Avenue between Eureka Street
and Lakeside Avenue remain posted as follows:
1. For eastbound traffic
A. 35 M.P.H. speed limit sign east of San Mateo Street on
Brookside Avenue.
B. 30 M.P.H. speed limit sign east of Center Street on
Brookside Avenue.
2 . For westbound traffic.
A. 30 M. P.H. speed limit sign west of Eureka Street on
Brookside Avenue.
B. 35 M.P.H. speed limit sign west of Center Street on
Brookside Avenue .
C . 35 M.P.H. speed limit sign west of San Mateo Street on
Brookside Avenue.
1
Bill L.-Cranfil, C. .-poral
Traffic Safety Section
Survey reviewed by the
Redlands Traffic Commission
Chairman
RADAR SPEED SURVEY
STREET: BROOKSIDE AVE. LOCATION: W/OF TENNESSEE ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT : 35
DATE: 03/05/85 TIME START : 1300 TIME END: 1325
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: CULLEN
MPH NUMBER OF VEHICLES # OF % OF
VEHS TOTAL cum
22 XX 2 1 . 3 1 . 3
24 XXXXX 5 3 . 3 4 . 7
26 XXXXXXXX 8 5 . 3 10 . 0
28 XXXXXXXXXX 10 6 . 7 16 . 7
30 XXXXXXXXXXXXXX 14 9 . 3 26 . 0
32 XXXXXXXXXXXXXXXXXXXXXXX 23 15 . 3 41 . 3
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 19 . 3 60 . 7
36 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 31 20 . 7 81 . 3
38 XXXXXXXXXXXX 12 8 . 0 89 . 3
40 XXXXXXX 7 4 . 7 94 . 0
42 XXXXX 5 3 . 3 97 . 3
44 XXX 3 2 . 0 99 . 3
46 X 1 0 . 7 100 . 0
TOTAL NUMBER OF VEHS : 150
CRITICAL SPEED (85%) : 38 MPH
PACE SPEED: 30 TO 40 MPH
AVERAGE SPEED: 33 MPH
MEDIAN SPEED: 34 MPH
CERTIFICATION:
LT. C. HYMAN DATE ;L/2-gtf
RADAR SPEED SURVEY
STREET : BROOKSIDE AVE. LOCATION: BUENA VISTA ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT : 30
DATE: 03/05/85 TIME START: 1330 TIME END: 1400
WEATHER: CLEAR ROAD CONDITION- DRY OBSERVER: CULLEN
MPH NUMBER OF VEHICLES # OF % OF %
VEHS TOTAL cum
20 XX 2 1 . 2 1 . 2
22 XXXXXX 6 3 . 7 4 . 9
24 XXXXXXXXXXXXXXXXXXXXXX 22 13 . 4 18 . 3
26 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 32 19 . 5 37 . 8
28 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 34 20 . 7 58 . 5
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 17 . 7 76 . 2
32 XXXXXXXXXXXXXXXXXXXXX 21 12 . 8 89 . 0
34 XXXXXXXXX 9 5 . 5 94 . 5
36 XXXX 4 2 . 4 97 . 0
38 XXX 3 1 . 8 98 . 8
40 XX 2 1. 2 100 . 0
TOTAL NUMBER OF VERS : 164
CRITICAL SPEED (85%) : 32 MPH
PACE SPEED: 24 TO 34 MPH
AVERAGE SPEED: 28 MPH
MEDIAN SPEED: 30 MPH
CERTIFICATION:
LT. C . HYMAN DATE
RADAR SPEED SURVEY
STREET : BROOKSIDE AVE. LOCATION : E/OF HASTINGS ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35
DATE: 03/05/85 TIME START: 1040 TIME END: 1110
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: CULLEN
MPH NUMBER OF VEHICLES # OF % OF %
VEHS TOTAL cum
22 XXX 3 1 . 2 1 . 2
24 XXXXXXXXX 9 3. 5 4 . 7
26 XXXXXXXXXXXX 12 4 . 7 9 . 3
28 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 10 . 1 19 . 4
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 36 14 . 0 33 . 3
32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 44 17 . 1 50 . 4
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 46 17 . 8 68 . 2
36 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 48 18 . 6 86 . 8
38 XXXXXXXXXXXXXXXXXXXXXX 22 8 . 5 95 . 3
40 XXXXXXXX 8 3 . 1 98 . 4
42 XX 2 0 . 8 99 . 2
44 XX 2 0 . 8 100 . 0
TOTAL NUMBER OF VEHS: 258
CRITICAL SPEED (85%) : 36 MPH
PACE SPEED: 28 TO 38 MPH
AVERAGE SPEED: 32 MPH
MEDIAN SPEED: 33 MPH
CERTIFICATION:
LT. C . HYMAN elf DATE 41-12-
SPEED SURVEY
IA
WORKSHEETI 401 )4L ll 1!, 9
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HIGHWAY NAME
BETWEEN p� I. 0
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AND
Eli
DATE OF SURVEY
FILE NUMBER
DEVELOPMENT
VA v-%
ROAMNTi%Y WTDTlf
NO. OF S'I'i:,'TPED LANES
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TYPE OF DIVISION STRIP ML-AL.11)
TRAFFIC SIGNAL DATA -r 0 lZ A L
AVFRACE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
OBSERVED SPEED - PACE 24 To 34- mv
EXISTING SICKED ZONE
PROPOSEM SPEED
ACCIDENT
LECEND I9 z,
PROP. DAM. ONLY 19
I T
NON-FATAL
FATAL
191,
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SPEED SURVEY
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WORKSHEET # Nva, li
HIGHWAY NAA�'!E �,.�.
Q _.,4Y1:a 0 Arm
BETWEEN
AND Aviv A o
DATE OF SURVEY
FILE NUMBER
DEVELOPMENT c'�t :N i t�='t t; �,,�' I' �r Arm" se Ate. car,���x C2E tc��i-sR.�
ROADWAY WTDTH — -77
NO. OF STRIPED LANES �� , n i' �i7s ' s �► F+ L. �'',�.� 4_, rwn �car�iZ
TYPE OF DIVISION STRIP T .,. r,io
TRAFFIC SIGNAL DATA
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL A 3g fc,r�4a
OBSERVED SPEED - PACE �o Zo ¢o t`nPH
EXISTING SIGNED ZONE
PROPOSED SPFFD LIMIT
ACCIDENT
LEGEND 19 i5'
i
PROP. DAM. ONLY I r , -
1
it
NON-FATAL � k _
FnTAT. 19�