HomeMy WebLinkAbout4384_CCv0001.pdf RESOLUTION NO. 4384
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 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: Fifth Avenue
Date of Study: April 19 , 1988
Speed Limits as Follows:
35 mph between Fore, Street and Dearborn Street
40 mph between Dearborn Street and Wabash Avenue
25 mph school zone for eastbound and westbound
traffic between Marion Road and Dearborn Street
ADOPTED, SIGNED AND APPROVED this 5th day of July, 1988.
Z"_ �
Mayor of the City of Redlands
ATTEST:
AZ
� -� --
C ty Clerk / -
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Fifth Avenue
AREA OF: Ford Street/Wabash Avenue
DATE OF SURVEY: April 19 , 1988
RECOMMENDATIONS
It is recommended, based on the facts of this survey, that Fifth
Avenue between Ford Street and Dearborn remain posted as a 35 mph
zone, and that Fifth Avenue between Dearborn and Wabash Street be
reduced to 40 mph from the current 45 mph. It is anticipated that the
new Seventh Day Adventist Church complex at Wabash Street and Fifth
Avenue will also increase traffic in this portion of the roadway.
The area between Ford Street and Wabash Avenue does not meet the
requirements of a residential zone for a 25 mph zone.
The observed critical speeds were 42 mph at Marion Road (pace 34-44 ,
average 32) , 40 mph at Brian Court (pace 32-42 , average 35) .
Taking the above facts into consideration, a speed limit of 35 mph
would be appropriate to facilitate the orderly movement of traffic in
a safe and reasonable manner from Ford Street to Dearborn Street.
The area should be sign posted as 35 mph as follows:
1. For eastbound traffic:
a. Just east of Ford Street
2 . For westbound traffic:
a. Just west of Dearborn Street
The following 25 mph school signs should be posted as follows:
1. For eastbound traffic:
a. East of Marion Road
2 . For westbound traffic:
a. West of Dearborn Street
The following 40 mph speed limit signs should be posted as follows:
1. For eastbound traffic:
a. East of Dearborn Street
2. For westbound traffic:
a. West of Wabash Street
Survey prepared by:
Mark Bush, Corporal
Traffic Safety Section
Redlands Police Department
Reviewed by:
J(xmeqfR. Bueertaann, Lieutenant
Re ands Police Department
RADAR SPEED SURVEY
STREET: FIFTH AVE. LOCATION: BRIAN CT.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 40
DATE: 04-26-88 TIME START: 1415 -TIME END: 1450
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF OF o
VEHS TOTAL CUM
26 XXXXXXXXXXXXX 13 8 . 5 8 . 5
28 XXXXXXXXXX 10 6. 5 15. 0
30 XXXXXXXXX 9 5. 9 20. 9
32 XXXXXXXXXXXXXXXX 16 10. 5 31. 4
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 30 19. 6 51. 0
36 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 19. 0 69 . 9
38 XXXXXXXXXXXXXXXX 16 10. 5 80. 4
40 XXXXXXXXX 9 5. 9 86. 3
42 XXXXXXX 7 4. 6 90. 8
44 XXXXX 5 3 . 3 94 . 1
46 XXX 3 2 . 0 96. 1
48 XX 2 1. 3 97 .4
50 X 1 0. 7 98. 0
52 XX 2 1. 3 99. 3
54 X 1 0. 7 100. 0
TOTAL NUMBER OF VERS: 153
CRITICAL SPEED (85%) : 40 MPH
PACE SPEED: 30 TO 40 MPH
AVERAGE SPEED: 35 MPH
MEDIAN SPEED: 40 MPH
CERTIFICATION:
LT. BUEERMANN DATE
RADAR SPEED SURVEY
STREET: FIFTH AVE. LOCATION: MARION RD.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35
DATE: 04-26-88 TIME START: 1315 -TIME END: 1415
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF % OF %
0
VEHS TOTAL CUM
26 XX 2 1. 4 1. 4
28 X 1 0. 7 2 . 1
30 XXXXXXXXX 9 6.4 8, 5
32 XXXXXXX 7 5. 0 13 . 5
34 XXXXXXXXXXXXXXXXXXXXXXXXX 25 17 . 7 31. 2
36 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 20. 6 51.8
38 XXXXXXXXXXXXXXXXXXXXXXX 23 16. 3 68. 1
40 XXXXXXXXXXXXXXX 15 10. 6 78 .7
42 XXXXXXXXX 9 6. 4 85, 1
44 XXXXXXX 7 5. 0 90. 1
46 XXXX 4 2 . 8 92 . 9
48 XXX 3 2 . 1 95. 0
50 XXXX 4 2 , 8 97.9
52 XX 2 1. 4 99. 3
54 X 1 0. 7 100. 0
TOTAL NUMBER OF VEHS: 141
CRITICAL SPEED (85%) : 42 MPH
PACE SPEED: 34 TO 44 MPH
AVERAGE SPEED: 37 MPH
MEDIAN SPEED: 40 MPH
CERTIFICATION:
LT. BUEERMANN DATE
i
SPEED SURVEY
WORKSHEET I pd - RES
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HIGHWAY NAME v
BETWEEN
AND ►,nARlnts RD.
DATE OF SURVEY
- SToP S 1( �J
FILE NUMBER o _ SVEE o
DEVELOPMENT - I E, c RER o ves
ROADWAY WIDTH 4,y
NO. OF STRIPED LANES _ Fouk _ TWC
TYPE OF DIVISION STRIP �Q1•r:�Yt/�i1-sl__
TRAFFIC SIGNAL DATA --- .� 7 �
AVERAGE DAILY TRAFFIC "�- -
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OBSERVED SPEED - CRITICAL ---
OBSERVED SPEED - PACE -
EXISTINC SIGNED ZONE. " -
PROPOSED SPEED LIMIT
ACCIDENT -.::-:--'--:
LEGEND 19 �,,_ : : : : i . . ! : : : . t . . . . . . . , .
ROP. DAM. ONLY ® 19
ION-FATAL
'ATAL
SPEED SURVEY i
WORKSHEFT
0 (
II I CMWAY NAME
BETWEEN ._
AND
DATE OF SURVEY
FILE NUMBER
E
.n.
DEVELOPMENT
ROADWAY WIDTH
NO. OF STRIPED LANES
TYPE OF DIVISTON STRIP
TRAFFIC SIGNAL DATA m�
AVERAGE DAILY TRAFFIC
OBSERVED SPEED CRITICAL
OBSERVED SPEED - PACE
EXISTING SIGNET) ZONE ;
PROPOSED SPEED LTMTT 7.
ACCIDENT
LEGEND 1y
PROF. DAM. ONLY 19-46
-
NON-FATAL
FATAL ® i
19 c�J