HomeMy WebLinkAbout4379_CCv0001.pdf RESOLUTION NO. 4379
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: Crescent Avenue
Date of Study; February 25 , 1988
Speed Limits as Follows:
25 MPH between Ramona Drive and Alessandro Road
30 mph between Alessandro Road and Serpentine Drive
ADOPTEE), SIGNED AND APPROVED this 5th day of July, 1988 .
141)
ATTEST: Mayor of the City of Redlands
City Jerk
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Crescent Avenue
AREA OF: Ramona Drive/Serpentine Drive
DATE OF SURVEY: February 25, 1988
RECOMMENDATIONS
Based on the facts of this survey, it is recommended that Crescent
Avenue between Ramona Drive and Alessandro Street be posted for 25
mph. There are ten intersections. The area meets the requirements of
CVC 22352 (b-1) (residential district) for a 25 mph speed limit.
Critical Speed Pace Speed Average Speed
30 mph 20-30 25
Between Alessandro Street and Serpentine Drive, it is recommended that
Crescent Avenue be posted for 30 mph. There are seven intersections
and a curve in the roadway.
Critical Speed Pace Speed Average Speed
34 mph 26-36 29
Taking the above facts into consideration, a speed limit of 25 mph
between Ramona and Alessandro and 30 mph between Alessandro and
Serpentine Drive would be appropriate to facilitate the orderly
movement of traffic in a safe and reasonable manner.
The area should be sign posted as follows for 25 mph.
1. For westbound traffic:
a. Just west of Ramona Drive
b. Just west of Center Street
2 . For eastbound traffic:
a. Just east of Alessandro
b. Just east of Center Street
The area should be sign posted as follows for 30 mph.
2. a. Just west of Alessandro
b. Just east of Serpentine Drive
Survey prepared by:
S3r Crap i 1, S ea
Traffic Safety coon
Redlands Police Department
Reviewed by:
Sam s R. B eermann, Lieutenant
Re ands Police Department
RADAR SPEED SURVEY
STREET: CRESCENT AVE. LOCATION: BTWN. RAMONA DR. AND CENTER ST
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 25
DATE: 02/25/88 TIME START: 0830 -TIME END: 0910
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF OF o
VEHS TOTAL CUM
18 XXXXXXXXX 9 6. 9 6. 9
20 XXXXXXXXXXXXX 13 10. 0 16. 9
22 XXXXXXXXXXXXXXXXXX 18 13 .8 30 . 8
24 XXXXXXXXXXXXXXXXXXXXXXXX 24 18.5 49. 2
26 XXXXXXXXXXXXXXXXXXXX 20 15.4 64 . 6
28 XXXXXXXXXXXXXXX 15 11. 5 76. 2
30 XXXXXXXXXXXX 12 9.2 85. 4
32 XXXXXXX 7 5.4 90. 8
34 XXXXX 5 3 . 8 94 . 6
36 XXX 3 2 . 3 96. 9
38 X 1 0. 8 97 . 7
40 X 1 0. 8 98. 5
42 XX 2 1. 5 100 . 0
TOTAL NUMBER OF VEHS: 130
CRITICAL SPEED (85%) : 30 MPH
PACE SPEED: 20 TO 30 MPH
AVERAGE SPEED: 2.5 MPH
MEDIAN SPEED: 30 MPH
CE TIF ATION:
BUEERMANN DATE
RADAR SPEED SURVEY
STREET: CRESCENT AVE. LOCATION: BTWN. CENTER ST. AND ALESSANDR
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 25
DATE: 02/25/88 TIME START: 0910 -TIME END: 0945
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF $ OF
VEHS TOTAL CUM
20 X 1 0. 9 0. 9
22 XXX 3 2 . 6 3 . 5
24 XXXXXXX 7 6. 1 9. 6
26 XXXXXXXXXXXXXXX 15 13 . 0 22 . 6
28 XXXXXXXXXXXXXXXX 16 13 . 9 36. 5
30 XXXXXXXXXXXXXXXXXXXX 20 17.4 53 .9
32 XXXXXXXXXXXXXXXXXXXXXXX 23 20. 0 73 . 9
34 XXXXXXXXXX 10 8 .7 82 . 6
36 XXXXXXXXX 9 7 . 8 90. 4
38 XXXX 4 3 . 5 93 .9
40 XXXXX 5 4 . 3 98. 3
42 X 1 0. 9 99 . 1
44 0 0. 0 99 . 1
46 0 0. 0 99. 1
48 X 1 0.9 100. 0
TOTAL NUMBER OF VEHS: 115
CRITICAL SPEED (85%) : 36 MPH
PACE SPEED: 26 TO 36 MPH
AVERAGE SPEED: 30 MPH
MEDIAN SPEED: 34 MPH
CE I I TION:
BUEERMANN DATE
RADAR SPEED SURVEY
STREET: CRESCENT AVE. LOCATION: BTWN. SAN MATEO ST. AND ALESSA
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 30
DATE: 02/25/88 TIME START: 0946 -TIME END: 1046
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF $ OF
VEHS TOTAL CUM
20 XXX 3 4. 5 4 . 5
22 XXX 3 4 . 5 9 . 0
24 XXX 3 4 . 5 13 .4
26 XXXXXXXXXX 10 14. 9 28 . 4
28 XXXXXXXXXXXX 12 17 . 9 46. 3
30 XXXXXXXXX 9 13 .4 59 . 7
32 XXXXXXXXXXXX 12 17 .9 77 . 6
34 XXXXXXXX 8 11.9 89 . 6
36 XXXX 4 6.0 95. 5
38 X 1 1. 5 97. 0
40 XX 2 3 . 0 100. 0
TOTAL NUMBER OF VEHS: 67
CRITICAL SPEED (85%) : 34 MPH
PACE SPEED: 26 TO 36 MPH
AVERAGE SPEED: 29 MPH
MEDIAN SPEED: 30 MPH
CER TION:
tUfERMANN DATE
- "KiYntc,wrt rai • ��
SPEED SURVEY
No�Eh
WORKSHEET #
HIGHWAY NAME
BETWEEN -----
AND
DATE OF SURVEY
FILE NUMBER I Q� I�1'IDLL'i o.
DEVELOPMENT
ROADWAY WIDTH yj
NO. OF STRIPED LANES n
TYPE OF DIVISION STRIP
TRAFFIC SIGNAL DATA ll( -
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
OBSERVED SPEED - PACE
_EXISTING SIGNED ZONE
PROPOSED SPEED LIMIT
ACCIDENT 1
LEGEND 19-
I
PROP. DAM. ONLY
NON-FATAL ® � �
FATAL
19�
- - - JJI- -
SPEED SURVEY
WORKSHEET # No h
b1fi�tl�,l' cw LILD LYt. AUL 1 'Il yt
is
HIGHWAY NAME —_---- ...---.._
BETWEEN
AND Ll-�82►WlZD 1�0
DATE OF SURVEY D'2
FILE NUMBER .
_ dant '� p � A
54_5
DEVELOPMENT
ROADWAY WIDTH
NO. OF STRIPED LANES ulD
TYPE OF DIVISION STRIP --
TRAFFIC SIGNAL DATA Zy�;, u 51�u E1 tee'
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
OBSERVED SPEED - PACE
EXISTING SIGNED ZONE zS _
PROPOSED SPEED LIMIT �—
ACCIDENT
LEGEND
PROP. DAM. ONLY
ff r
NON-FATAL � 1
FATAL
SPEED SURVEY 1° y
WORKSHEET # Nor 1
---- Ib - 5
HIGHWAY NAME
BETWEEN
AND
DATE OF SURVEY _. .
DILE NUMBER
DEVELOPMENT
ROADWAY WIDTH
NO. OF STRIPED LANES fly
TYPE OF DIVISION STRIP
TRAFFIC SICNAL DATA �f
AVERAGE DAILY TRAFFIC _
OBSERVED SPEED -_CRITICAL
OBSERVED SPEED - PACE
EXISTING SIGNED ZONE _
PROPOSED SPEED LIMIT --
ACCIDENT
LEGEND
— �-
LEGEND I9' t
I f
PROP. DAM. ONLY 19 ! k
1 �
NON-FATAL
FATAL 19,