HomeMy WebLinkAbout4383_CCv0001.pdf RESOLUTION NO. 4383
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: Redlands Boulevard
Date of Study: February 25, 1988
Speed Limits as Follows:
45 mph between Fore? Street and Highland Avenue
35 mph between Highland Avenue and a point midway
between Fern Avenue and Cypress Avenue
25 mph between a point midway between Fern Avenue and
Cypress Avenue and Sixth Street
ADOPTED, SIGNED AND APPROVED this 5th day cf July, 1988.
Mayor of the City of Redlands
ATTEST:
Cit Clerk
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ENGINEERING, TRAFFIC AND SPEED SURVEY A
HIGHWAY UNDER SURVEY: Redlands Blvd.
AREA OF: Between Sixth St./Ford St.
DATE OF SURVEY: February 25, 1988
RECOMMENDATIONS
Based on the facts of this survey, it is recommended that Redlands
Blvd. between Ford Street and Highland Avenue remain posted for 45
mph. The critical speed for this area was observed to be 48 mph with
an average speed of 42 mph. Taking the above facts into
consideration, a speed limit of 45 mph would be appropriate to
facilitate the orderly movement of traffic in a safe and reasonable
manner.
The area between Highland Avenue and a point midway between Fern
Avenue and Cypress Avenue should remain posted for 35 mph. This area
includes three major intersections; Highland Avenue, Palm Avenue and
Cypress Avenue, that are controlled by automated traffic control
signals. The observed critical speeds for this area were: 36 mph
between Cypress Avenue and Palm Avenue (pace speed 28 to 38 , average
32) and 38 mph between Palm Avenue and Highland Avenue (pace speed 30
to 40, average 34) .
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.
The area between Fern Avenue and Sixth Street is currently posted for
25 mph between Fern Avenue and Sixth Street. This area meets the
requirements of 22352-b-1 (business district) for a 25 mph zone. The
area contains ten fast food type restaurants, six gas stations, and 22
other businesses. During 1987, there were 23 traffic accidents in the
area. The observed critical speeds in the area were 32 mph at Clark
Street (pace speed 22 to 32 , average 26 mph) and 32 mph at Eighth
Street (pace speed 26 to 36 , average 28 mph) .
Taking the above facts into consideration, a speed limit of 25 mph
would be appropriate to facilitate the orderly movement of traffic in
a safe and reasonable manner.
It is recommended that the roadway be posted as follows:
1 . Post 25 mph for eastbound traffic
a. Just east of Sixth Street
b. Just east of Eighth Street
C. Just east of Citrus Avenue
2 . Post 25 mph for westbound traffic
a. Midway between Fern Avenue and Cypress Avenue (Posted)
b. Just north of Church Street
C. Just north of Clark Street
d. Just north of Citrus Avenue
e. Just west of Central Avenue (Remove 30 mph sign)
3 . Post 35 mph for eastbound traffic
a. Midway between Fern and Cypress Avenue
b. Just south of Cypress Avenue
C. Just south of Palm Avenue
4 . Post 35 mph for westbound traffic
a. Just north of Highland Avenue
b. Just north of Palm Avenue
5 . Post 45 mph for eastbound traffic
a. Just south of Highland Avenue
6. Post 45 mph for westbound traffic
a. Just north of Ford Street
Survey prepared by:
Bll -Cranfill,-Serge giant
Traffic Safety S46tion
Redlands Police Department
Reviewed by:
Jam s R. Bueennann, Lieutenant
lands Police Department
RADAR SPEED SURVEY
STREET: REDLANDS BLVD. LOCATION: BTWN. HIGHLAND AND FORD ST.
DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 45
DATE: 02/25/88 TIME START: 1255 -TIME END: 1320
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF OF
VEHS TOTAL CUM
30 X 1 0. 6 0. 6
32 XXX 3 1.7 2. 2
34 XX 2 1. 1 3 . 4
36 XXXXXXXXXXXX 12 6.7 10. 1
38 XXXXXXXXXXXXXXXXX 17 9. 6 19 .7
40 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 33 18.5 38.2
42 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 36 20. 2 58 . 4
44 XXXXXXXXXXXXXXXXXX 18 10. 1 68 . 5
46 XXXXXXXXXXXXXX 14 7 .9 76.4
48 XXXXXXXXXXXXXXXX 16 9. 0 85. 4
50 XXXXXXXXXXXXXXX 15 8 .4 93 .8
52 XXXXX 5 2 .8 96. 6
54 XXX 3 1.7 98. 3
56 XX 2 1. 1 99. 4
58 0 0.0 99. 4
60 X 1 0. 6 100. 0
TOTAL NUMBER OF VERS: 178
CRITICAL SPEED (85%) : 48 MPH
PACE SPEED: 38 TO 48 MPH
AVERAGE SPEED: 42 MPH
:4EDIAN SPEED: 45 MPH
C WTIETION:
T. BU RMANN DATE
I
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RADAR SPEED SURVEY
STREET: REDLANDS BLVD. LOCATION: BTWN. PALM AND HIGHLAND AVE.
DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 35
DATE: 02/25/88 TIME START: 1321 -TIME END: 1336
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF % OF
VEHS TOTAL CUM
24 XX 2 1.4 1.4
26 X 1 0.7 2 . 0
28 X 1 0. 7 2 .7
30 XXXXXXXXXXXXXXXXXXXXX 21 14. 2 16. 9
32 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 18.9 35.8
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 44 29.7 65. 5
36 XXXXXXXXXXXXXXXXXXXXXXXX 24 16. 2 81.8
38 XXXXXXXXXXXXXXX 15 10. 1 91. 9
40 XXXXX 5 3 .4 95. 3
42 XXX 3 2 . 0 97. 3
44 XXXX 4 2. 7 100. 0
TOTAL NUMBER OF VEHS: 148
CRITICAL SPEED (85%) : 38 MPH
PACE SPEED: 30 TO 40 MPH
AVERAGE SPEED: 34 MPH
MEDIAN SPEED: 34 MPH
CE TIF ATION:
1)MltoUo4*444—
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BUEERMANN DATE
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RADAR SPEED SURVEY
STREET: REDLANDS BLVD. LOCATION: BTWN. CYPRESS AND PALM AVE.
DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 35
DATE: 02/25/88 TIME START: 1337 -TIME END: 1357
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF OF a
VEHS TOTAL CUM
22 X 1 0. 7 0. 7
24 XXXXX 5 3 . 3 3 . 9
26 XXXXX 5 3 . 3 7 . 2
28 XXXXXXXXX 9 5.9 13 . 2
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 18 . 4 31. 6
32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 40 26. 3 57.9
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 39 25.7 83 . 6
36 XXXXXXXXXXXXX 13 8. 6 92 . 1
38 XXXXX 5 3 . 3 95.4
40 XXXX 4 2 .6 98 . 0
42 XXX 3 2 . 0 100. 0
TOTAL NUMBER OF VERS: 152
CRITICAL SPEED (85%) : 36 MPH
PACE SPEED: 28 TO 38 MPH
AVERAGE SPEED: 32 MPH
MEDIAN SPEED: 32 MPH
C R I CATION:
L EERMANN DATE
RADAR SPEED SURVEY
STREET: REDLANDS BLVD. LOCATION: CLARK ST.
DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 25
DATE: 02/25/88 TIME START: 1359 TIME END: 1425
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF OF $
VEHS TOTAL CUM
16 X 1 0. 6 0. 6
18 XXXX 4 2. 3 2 . 9
20 XXXXXXXXXXXXXXX 15 8.7 11. 6
22 XXXXXXXXXXXXXXXXXXX 19 11.0 22 . 7
24 XXXXXXXXXXXXXXXXXXXX 20 11. 6 34 . 3
26 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 34 19.8 54 . 1
28 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 33 19.2 73 . 3
30 XXXXXXXXXXXXXXX 15 8 . 7 82 . 0
32 XXXXXXXXXXXXXXXXX 17 9 . 9 91. 9
34 XXXXXXXXXX 10 5.8 97. 7
36 X 1 0.6 98. 3
38 X 1 0. 6 98 . 8
40 X 1 0. 6 99.4
42 0 0. 0 99.4
44 X 1 0. 6 1.00. 0
TOTAL NUMBER OF VEHS: 172
CRITICAL SPEED (85%) : 32 MPH
PACE SPEED: 22 TO 32 MPH
AVERAGE SPEED 26 MPH
MEDIAN SPEED: 30 MPH
CE T CATION:
-S
TBCEERMANN DATE
RADAR SPEED SURVEY
STREET: REDLANDS BLVD. LOCATION: EIGHT ST.
DIRECTION OF TRAVEL: NIS EXISTING SPEED LIMIT: 25
DATE: 02/25/88 TIME START: 1427 -TIME END: 1445
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF $ OF %
VEHS TOTAL CUM
20 XXX 3 2 . 5 2. 5
22 XXXXXXXXXX 10 8 . 3 10.7
24 XXXXXXXXXXXXXXXXXX 18 14.9 25.6
26 XXXXXXXXXXXXXXXXXXXX 20 16. 5 42. 1
28 XXXXXXXXXXXXXXXXXXXXX 21 17.4 59. 5
30 XXXXXXXXXXXXXXXXXXXX 20 16. 5 76.0
32 XXXXXXXXXXX 11 9. 1 85. 1
34 XXXXXXXXXXXXX 13 10. 7 95. 9
36 XXXX 4 3 . 3 99 . 2
38 X 1 0. 8 100. 0
TOTAL NUMBER OF VEHS: 121
CRITICAL SPEED (85%) : 32 MPH
PACE SPEED: 26 TO 36 MPH
AVERAGE SPEED: 28 MPH
MEDIAN SPEED: 29 MPH
CE7 VII TION:
ERMANN DATE
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Redlands Boulevard
AREA: Between Sixth Street and Ford Street
DATE OF SURVEY: July 20, 1981
RECOMMENDATIONS :
Based on the facts of the survey, it is recommended that Redlands
Boulevard between Ford Street and Highland Avenue remain posted
for 45 MPH. The critical speed for this area was observed to be
46 MPH with an average speed of 41 MPH. Taking the above facts
into consideration, a speed limit of 45 MPH would be appropriate
to facilitate the orderly movement of traffic in a safe and rea-
sonable manner.
The area between Highland Avenue and a point midway between Fern
Avenue and Cypress Avenue should remain posted for 35 MPH. This
area includes three major intersections; Highland Avenue, Palm
Avenue and Cypress Avenue, that are controlled by automated traffic
control signals. The observed critical speeds for this area were:
36 MPH between Cypress Avenue and Palm Avenue (Pace speed 28 to 38,
average 32) and 36 MPH between Palm Avenue and Highland Avenue
(Pace speed 30 to 40, average 33) .
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.
The area between Fern Avenue and Sixth Street is currently posted
for 25 MPH between Fern and Ninth Street and 30 MPH between Ninth
Street and Sixth Street. This area meets the requirements of
22352-b-1 (business district) for a 25 MPH zone. The area contains
nine fast food type restaurants, four gas stations, and 22 other
businesses : During 1980 there were 23 traffic accidents in the
area. The observed critical speeds in the area were 26 MPH at Clark
Street (Pace speed 20 to 30 , average 24' MPH) and 28 MPH at Eighth
Street (Pace speed 22 to 32 , average 25 MPH) .
Taking the above facts into consideration a speed limit of
25 MPH would be appropriate to facilitate the orderly movement of
traffic in a safe and reasonable manner.
It is recommended that the roadway be posted as follows :
1. Post 25 MPH signs for east bound traffic
a) Just east of Sixth Street
b) Just east of Ninth Street
c) Just east of Citrus Avenue
Eedlards Boulevard Survey
Page 2
2. Post 25 MPH signs for west bound traffic
a) Midway between Fern Avenue and Cypress Avenue (Posted)
b) Just -north of Church Street
c) Just north of Clark Street
d) Just north of Citrus Avenue
e) Just west of Central Avenue (Remove- 30 MPH sign)
3. Post 35 MPH signs for east bound traffic
a) Midway between Fern and Cypress Avenue
b) Just south of Cypress Avenue
c) Just south of Palm Avenue
4. Post 35 MPH signs for west bound traffic
a) Just north of Highland Avenue
b) Just north of Palm Avenue
5. Post 45 MPH signs for east bound traffic
a) Just south of Highland Avenue
6 . Post 45 MPH signs for west bound traffic
a) Just north of Ford Street
Cletus F. Hyman Sergeant
Traffic Safety - -
SURVEY REVIEWED BY:
0'.d 0 't,
D. C. Poe, Captain
Redlands Police Department
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Alabama Street
AREA OF: Between Lugonia Avenue and Citrus Avenue
DATE OF SURVEY: August 3 , 1981
RECOMMENDATIONS
Based on the facts of this survey, it is recommended that Alabama Street
between Lugonia Avenue and a point midway between Redlands Boulevard
and Park Avenue be posted for 30 MPH. The area meets the requirements
of 22352b-1 (business district) for a 25 MPH speed limit. There are
six intersections in this area with three being controlled by automated
traffic control signals. Two additional intersections (IS 10 on-ramps
and off-ramps) are being equipped with automatic traffic control signals.
Alabama Street is offset 21 feet at Redlands Boulevard. This offset
was checked with a ball bank indicator and the maximum speed for safe
driving is 30 MPH. The observed critical speeds in the area were :
34 MPH between Lugonia and IS 10 (Average 30 Pace 26-36)
24 MPH between Industrial Park and
Redlands Boulevard (Average 24 Pace 20-30)
32 MPH between Redlands Boulevard
and Park Avenue (Average 26 Pace 22-32)
During 1980 there were twenty-two (22) traffic collisions in this area.
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 area between a point midway between Redlands Boulevard and Park
Avenue and Citrus Avenue should be posted 45 MPH. The area includes
two intersections, both of which are controlled by stop signs for
traffic crossing Alabama Street. The area is mostly open area and
orange groves with one small industrial complex on the east side of
the roadway. The critical speed for the area was observed to be
46 MPH (Pace speed 38 to 48 -- Average speed 39 MPH)
Taking the above facts into consideration, a speed limit of
45 MPH would be appropriate to facilitate the orderly movement of
traffic in a safe and reasonable manner.
Page 2
Alabama Street
It is recommended that the roadway be posted as follows:
1. Post 45 MPH for north bound traffic
a) Just north of Citrus Avenue.
2. Post 45 MPH for south bound traffic
a) Midway between Redlands Boulevard and Park Avenue
(40 yards south of K-Mart Property)
b) Just south of Park Avenue .
3 . Post 30 MPH for north bound traffic
a) Midway between Park and Redlands Boulevard
(40 yards south of K-Mart Property)
b) Just north of Redlands Boulevard
c) Just north o-f Industrial Park Avenue
d) Just north of the IS 10 west bound off-ramp.
4 . Post 30 MPH for south bound traffic
a) Just south of Lugonia Avenue
b) Just south of the IS 10 west bound off-ramp
c) Just south of Industrial Park Avenue
d) Just south of Redlands Boulevard
Survey prepared by:
Clete `Hym`ar),o,1 Sergeant
Traffic Safety Bureau
Redlands Police Department
Reviewed by :
D. C. Poe, Captain
Redlands Police Department
EN�;INEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Redlands Boulevard
AREA: Between Sixth Street and Ford Street
DATE OF SURVEY : July 20, 1981
RECOMMENDATIONS :
Based on the facts of the survey, it is recommended that Redlands
Boulevard between Ford Street and Highland Avenue remain posted
for 45 MPH. The critical speed for this area was observed to be
46 MPH with an average speed of 41 MPH. Taking the above facts
into consideration, a speed limit of 45 MPH would be appropriate
to facilitate the orderly movement of traffic in a safe and rea-
sonable manner.
The area between Highland Avenue and a point midway between Fern
Avenue and Cypress Avenue should remain posted for 35 MPH. This
area includes three major intersections ; Highland Avenue, Palm
Avenue and Cypress Avenue, that are controlled by automated traffic
control signals. The observed critical speeds for this area were:
36 MPH between Cypress Avenue and Palm Avenue (Pace speed 28 to 38,
average 32) and 36 MPH between Palm Avenue and Highland Avenue
(Pace speed 30 to 40, average 33) .
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.
The area between Fern Avenue and Sixth Street is currently posted
for 25 MPH between Fern and Ninth Street and 30 MPH between Ninth
Street and Sixth Street. This area meets the requirements of
22352-b-1 (business district) for a 25 MPH zone. The area contains
nine fast food type restaurants, four gas stations, and 22 other
businesses. During 1980 there`werre 23 traffic accidents in the
area. The observed critical speeds in the area were 26 MPH at Clark
Street (Pace speed 20 to 30 , average 24 MPH) and 28 MPH at Eighth
Street (Pace speed 22 to 32 , average 25 MPH) .
Taking the above facts into consideration a speed limit of
25 MPH would be appropriate to facilitate the orderly movement of
traffic in a safe and reasonable manner.
It is recommended that the roadway be posted as follows :
1. Post 25 MPH signs for east bound traffic
a) Just east of Sixth Street
b) Just east of Ninth Street
c) Just east of Citrus Avenue
I
Rediands 'Bouevard Survey
' Page 2
2. Post 25 MPH signs for west bound traffic
a) Midway between Fern Avenue and Cypress Avenue (Posted)
b) Just north of Church Street
c) Just north of Clark Street
d) Just north of Citrus Avenue
e) Just west of Central Avenue (Remove. 30 MPH sign)
3. Post 35 MPH signs for east bound traffic
a) Midway between Fern and Cypress Avenue
b) Just south of Cypress Avenue
c) Just south of Palm Avenue
4 . Post 35 MPH signs for west bound traffic
a) Just north of Highland Avenue
b) Just north of Palm Avenue
5 . Post 45 MPH signs for east bound traffic
a) Just south of Highland Avenue
6. Post 45 MPH signs for west bound traffic
a) Just north of Ford Street
Cletus F. Hyman Sergeant
Traffic Safaty .
SURVEY REVIEWED BY:
0G -a'
D. C. Poe, Captain
Redlands Police Department
SPIED SURVEY
WORKSHEET # No h
HIGHWAY NAME . -...
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BETWEEN G Y p'T',r SS ° ° •
14
AND 5 n -
DATE OF SURVEY
FILE NUMBER
DEVELOPMENT
ROADWAY WIDTH
NO. OF STRIPED LANES EWA e V CI
TYPE OF DIVISION STRIP
TRAFFIC SIGNAL DATA fl ' I ' ``+
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL 2G G
OBSERVED SPEED - -PACE _ 28 ro3$ �o ra `Y� 38 ro 38
EXISTING SIGNED ZONE
PROPOSED SPITED LIMIT �•*�••-�--
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LEGEND ND 19IA
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FILE NUMBER 7
DEVELOPMENT — C95
ROADWAY WIDTH 3 6
NO. OF STRIPED LANES
TYPE OF DIVISION STRIP u i T
TRAFFIC SIGNAL DATA r�G J
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
OBSERVED SPEER - -PACE o
EXISTING SIGNED ZONE 5
PROPOSED SPEED LIMIT
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LEGEND 19
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DATE OF SURVEY
FIVE NUMBER
DEVELOPMENT t /
ROADWAY WIDTH
NO. OF STRIPED LANES —���'�
TYPE OF DIVISION STRIP
TRAFFIC SIGNAL DATA w L f A
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
OBSERVED SPEED - -PACE
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EXISTING SINNED ZONE
PROPOSED SPEED LIMIT
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LEGEND 7.9
PROP. DAM. ONLY 19 fc7
NONFATAL s
FA'T'AL 1 9-L1