HomeMy WebLinkAbout5172_CCv0001.pdf RESOLUTION NO. 5172
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS
ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO TITLE 10 OF THE
REDLANDS MUNICIPAL CODE.
Pursuant to studies made under authority of Title 10 of the Redlands Municipal
Code, and the presentation of information gained in such studies, the City Council hereby
hinds and determines that certain regulations are necessary and shall be established pursuant
to Title 10 of the Redlands Municipal Code, and the Traffic Engineer of the City of
Redlands is hereby directed to perform such acts as are necessary to accomplish the
following:
SECTION ONE: Pursuant to Section 10.24.010 of the Redlands Municipal Code,
a traffic engineering investigation has been conducted for the following highway and the
following speed limit is hereby found most appropriate to facilitate the orderly movement
of traffic and is reasonable and safe:
Highway: ALABAMA STREET
Date of Study: OCTOBER 10, 1994
Speed Limits as follows:
45 mph between Barton Road and 200 feet north of Park Avenue
30 mph between 200 feet north of Park Avenue and Lugonia Avenue
ADOPTED, SIGNED AND APPROVED THIS 18TH DAY OF APRIL, 1995
Mayor of the City of Redlands
ATTEST:
6
City Clerk
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: ALABAMA STREET
AREA OF: BETWEEN BARTON ROAD AND LUGONIA
AVENUE
DATE OF SURVEY: SEPTEMBER. 20, 1994
RECOMMENDATIONS:
Based on the facts of this survey, it is recommended that Alabama Street between Barton Road
and a point 200 feet north of Park Avenue be posted for 45 mph. The area is currently posted
45 mph. Critical speeds in this area were generally 48 mph, with one location recording a
critical speed of 50 mph. The average speeds ranged between 43 and 44 mph.
The area consists of scattered residences, some isolated commercial areas, and open land. The
45 mph zone should not extend to Redlands Boulevard because of the busy commercial area
immediately south of Redlands Boulevard.
It is recommended that Alabama Street between a point 200 feet north of Park Avenue and
Lugonia Avenue be posted for 30 mph. The current speed limit is 30 mph. Critical speeds in
this area ranged from 26 to 36 mph, with two readings of 34 mph. The average speed ranged
from 22 to 30 mph.
This area contains six signalized intersections in one-half mile. It also contains several access
drives to businesses and a railroad crossing.
The critical speeds and the physical nature of the area support the maintenance of a 30 mph
speed zone.
It is recommended that the roadway be posted as follows:
1. Post 45 mph signs for northbound traffic
a. Just north of Milburn Avenue
b. Just north of Citrus Avenue
2. Post 45 mph signs for southbound traffic
a. 200 feet north of Park Avenue
b. Just north of Storage Court
C. Just north of Orange Avenue
ENGINEERING, TRAFFIC AND SPEED SURVEY
ALABAMA STREET
PAGE 2
3 Post 30 mph signs for northbound traffic
a. 200 feet north of Park Avenue
b. Just north of the railroad crossing
4. Post 30 mph signs for southbound traffic
a. Just south of Lugonia Avenue
b. Just south of Industrial Park Avenue
C. Just south of Redlands Boulevard
'L.. -v,
RONALD C. MUTTER
Public Works Director
Reviewed by Traffic and Parking Commission
Date'
RADAR SPEED SURVEY
STREET: ALABAMA ST. LOCATION: @ PARK AVE .
DIRECTION OF TRAVEL: N. EXISTING SPEED LIMIT: 45
DATE: 09/20/94 TIME START: 1510 TIME END: 1523
WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: ANTHONY J. MACKES`
MPH NUMBER OF VEHICLES # OF % OF 01
VEHS TOTAL CUM
32 X 1 0 . 8 0 . 8
34 XX 2 1 . 6 2 .4
36 XXXXX 5 4 . 0 6 . 5
38 XXXXXXXXXXX 11 8 . 9 15 . 3
40 XXXXXXXXXXXXX 13 10 . 5 25 . 8
42 XXXXXXXXXXXXXXXXX 17 13 . 7 39 . 5
44 XXXXXXXXXXXXXXXXXXXXX 21 16 . 9 56 . 5
46 XXXXXXXXXXXXXXXXXXX 19 15 . 3 71 . 8
48 XXXXXXXXXXXX 12 9 . 7 81 . 5
50 XXXXXXXXXXX 11 8 . 9 90 . 3
52 XXXXXXXXX 9 7 . 3 97 . 6
54 XXX 3 2 . 4 100 . 0
TOTAL NUMBER OF VEHS : 124
CRITICAL SPEED (850) : 50 MPH
PACE SPEED: 38 TO 48 MPH
AVERAGE SPEED: 44 MPH
MEDIAN SPEED: 43 MPH
CERTI CATIO :
all 7h i
RONALD C. MUTTER DATE
RADAR SPEED SURVEY
STREET: ALABAMA ST. LOCATION: @ ORANGE AVE.
DIRECTION OF TRAVEL: S . EXISTING SPEED LIMIT: 45
DATE: 09/20/94 TIME START: 1541 TIME END: 1554
WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: ANTHONY J. MACKES�
MPH NUMBER OF VEHICLES # OF o OF o
VERS TOTAL CUM
34 XX 2 1 . 8 1 . 8
36 XXX 3 2 . 6 4 . 4
38 XXXX 4 3 . 5 7 . 9
40 XXXXXXXXXXX 11 9 . 6 17. 5
42 XXXXXXXXXXXXXXX 15 13 . 2 30 . 7
44 XXXXXXXXXXXXXXXXXXXXXXXX 24 21 . 1 51 . 8
46 XXXXXXXXXXXXXXXXXXXXX 21 18 . 4 70 . 2
48 XXXXXXXXXXXXXXXXXX 18 15 . 8 86 . 0
50 XXXXXXX 7 6 . 1 92 . 1
52 XXXXXX 6 5 . 3 97 . 4
54 XXX 3 2 . 6 100 . 0
TOTAL NUMBER OF VEHS: 114
CRITICAL SPEED (8501) : 48 MPH
PACE SPEED: 40 TO 50 MPH
AVERAGE SPEED: 44 MPH
MEDIAN SPEED: 44 MPH
CERTICATIO
oe
RONALD C. MUTTER DATE
RADAR SPEED SURVEY
STREET: ALABAMA ST. LOCATION: 50' N. ORANGE TREE LN.
DIRECTION OF TRAVEL: S . EXISTING SPEED LIMIT: 30
DATE: 09/21/94 TIME START: 1520 TIME END: 1534
WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: ANTHONY J. MACKES'�
MPH NUMBER OF VEHICLES # OF % OF %-
VEHS TOTAL CUM
14 X 1 0 . 8 0 . 8
16 XX 2 1 . 6 2 . 5
18 XXXX 4 3 . 3 5 . 7
20 XXXXXX 6 4 . 9 10 . 7
22 XXXXXXXXXX 10 8 . 2 18 . 9
24 XXXXXXXXXXXXXXX 15 12 . 3 31 . 1
26 XXXXXXXXXXXXXXXXXX 18 14 . 8 45 . 9
28 XXXXXXXXXXXXXXXXXXXXX 21 17 .2 63 . 1
30 XXXXXXXXXXXXXXXX 16 13 . 1 76 . 2
32 XXXXXXXXXX 10 8 . 2 84 .4
34 XXXXXXXX 8 6 . 6 91 . 0
36 XXXX 4 3 . 3 94 . 3
38 XXX 3 2 . 5 96 . 7
40 XX 2 1 . 6 98 . 4
42 X 1 0 . 8 99 . 2
44 X 1 0 . 8 100 . 0
TOTAL NUMBER OF VEHS : 122
CRITICAL SPEED (85%) : 34 MPH
PACE SPEED: 22 TO 32 MPH
AVERAGE SPEED: 27 MPH
MEDIAN SPEED: 29 MPH
CER ICA' ON:
RONALD C. MUTTER DATE
i
REDLANDS POLICE DEPARTMENT
'MOTOR VEHICLE SPEED SURVEY
ROADWAY:
4 i/ /NOW..
p,A i
LOCATION:
DATE OF SAMI'I_E; T
ROAD CONDITION: ri START TIME: 7j
WEATHER: s ENDING TIME:
' DIRECTION: "
OBSERVER: v�
MPH 6 In20 25 NO. DIRECTION;
10 IS 35 VEH, MPH 5 to 15 NO.
12A 10 �� 30 VEN.
is 12
is t4
20 to
22 16
24 20
28 1 24
26 28
30
32
34 32
36
38 38
40 38
42 6 40
44 42
46 44
46 49
50 48
52 so
54 b2
!i6 �
58 5g
60 68
62 8fl
� 82
66
68 66
70
68
Z 70
LE4ENl3
----------
34 Xa Pess Veh. SB-Sch Bus
Pa Pick-up SV-Sch Van
Va Van 2=2 Axle truck
M5 Motorcycle 3=3 Axle truck
B=Bus 4-4 Axle truck
z
Z9. 0 a V S SIGNAL
SPEED SURVEY p m m a 0
• SPEED LIMIT
a 3
ALABAMA ST. COMM 00 COMM 4 j COMM 0 30
BETWEEN LVGONIA AVE. S S S S S S
'30 ALABAMA ST. z *30
AND REDLANDS BLVD. VACANT ? VACANT 0 0 COMM O
DATE OF SURVEY 09/21/94 b w z
FILE NUMBER 52'1Lu
a
DEVELOPMENT COMMERCIAL/ VACANT FREEWAY COMMERCIAL
ROADWAY WIDTH 73' 73'
NO. OF STRIPED LANES 2 LANES EACH DIRECTION- WITH LEFT TURN POCKETS O MAJOR INTERSECTIONS
TYPE OF STRIPING WH WR"t I DASH WHITE LANE SEP.S PAINTED MEDIAN DASH WHITE LANE SEPARATORS - DOUBLE YELLOW STRIPING
TRAFFIC CONTROLS SIGNALS AT ALL INTERSECTIONS
AVERAGE DAILYTRAFFIC__
OBSERVED SPEED - CRITICAL 34 34 26
OBSERVED SPEED -- PACE & AVG. 22-32 27 24-34 29 10-2822
EXISTING SPEED ZONE 30 30 30
SPEEDPROPOSED MIT
ACCIDENT
LEGEND 19 91
PROP. DAMAGE Z
INJURY 19-22-
FATAL
LLLL
19.E