HomeMy WebLinkAbout4015_CCv0001.pdf RESOLUTION NO. 4015
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 Sections 40802 (b) , 22352, 22354 ,
22357, and 22358 of the California Vehicle Code and Article 680,
Section 68001 (a) 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: Colton Avenue
Date Studied: September 3 , 1984
Speed Limits as Follows:
35 MPH between Redlands Boulevard and Texas Street
30 MPH between Texas Street and Sixth Street
35 MPH between Sixth Street and Church Street
30 MPH between Church Street and Grove Street
35 MPH between Grove Street and Dearborn Street
45 MPH between Dearborn Street and Wabash Avenue
25 MPH School Zone between Church Street and Chapel Street
when school children present
ADOPTED, SIGNED AND APPROVED this 4th day of December, 1984.
&X-C) Z' '-2 'g-,�
Mayor of the City of Redlands
ATTEST:
i
CityClerk
ENGINEERING, TRAFFIC AND SPEED SURVEY
Highway Under Surveys Colton Avenue
Area Between: Redlands Blvd. and Wasbash Ave .
Date of Survey: September 3, 1984
FACTS AND RECOMMENDATION:
Based on the facts of this survey it is recommended that
Colton Avenue between Redlands Blvd. and Texas Street be posted
for 35 M.P.H . . The area meets the requirements of 22352 (b-1) CVC
(Business District) for a 25 M.P .H . zone . The observed critical
speeds were; 36 M.P .H . at Industrial Park Avenue (pace 28 to 38)
and 38 M.P.H. at New York Street (pace 30 to 40) .
Taking the above facts into consideration a speed limit
of 35 M.P.H. would be appropriate to facilitate the orderly
movement of traffic in a safe and reasonable manner .
The area between Texas Street and Sixth Street should remain
posted as a 30 M.P .H . zone . This area is a mixture of residential
and business property. There are two traffic lanes and the roadway
is 44 feet wide. Colton Avenue between Calhoun Street and Sixth
Street is State Highway Route 38 . The observed critical speed
was 34 M.P .H . (pace 26 to 26) .
Taking the above facts into consideration a speed limit of
30 M.P.H . would be appropriate to facilitate the orderly movement
of traffic in a safe and reasonable manner .
The area between Sixth Street and Church Street should remain
posted as a 35 M.P.H. zone. This area has six (6) intersections,
five being "T" type intersections controlled by stop signs on
the intersecting roadways . There is no access to Colton Aveune
on the south side of the roadway. The observed critical speed
was 38 M.P .H. (pace 30 to 40) .
Taking the above facts into consideration a speed limit of
35 M.P .H . would be appropriate to facilitate the orderly movement
of traffic in a safe and reasonable manner.
The area between Church Street and Grove Street should remain
posted for 30 M.P.H . . The area between Church Street and University
Street qualifies under 22352 (b-1) (residential district) for a 25 M.P .H . .
The roadway is 47 feet wide and there are six (6) intersections,
all which are controlled by stop signs on the intersecting roadways .
The observed critical speed was 34 M.P.H. (pace 26 to 36, average
30) . There is an elementary school located along the south side
of Colton Avenue between Berkley Drive and Division Street. This
area qualifies under 22352 (b-2) for a 25 M.P.H. zone when school
children are present. The University of Redlands is located along
both sides of Colton Avenue between University Street and Grove
Street. There are five marked mid block crosswalks in this area.
There is no parking allowed on either side of the roadway for
most of the black and the area shows a low accident rate .
Taking the above facts into consideration a speed limit
of 30 M.P .H . would be appropriate to facilitate the orderly
movement of traffic in a safe and reasonable manner . A speed
limit of 25 M.P .H . when children present would be appropriate
for the school zone. 5etween Church Street and Occidential Drive
The area between Grove Street and Dearborn Street should
remain posted for 35 M.P .H . . The area qualifies under 22352 (b-2)
(residential area) for a 25 M.P .H. zone. The roadway is 47 feet
wide from Grove Street to Judson Street and then becomes 63 feet
wide. The area shows a low accident rate. The observed critical
speed was 38 M.P .H. (pace 30 to 40 , average 34) .
Taking the above facts into consideration a speed limit of
35 M.P.H . would be appropriate to facilitate the -orderly
movement of traffic in a safe and reasonable manner.
The area between Dearborn Street and Wabash Avenue should
remain posted as a 45 M.P .H . zone. This area is sparsly developed
and shows a very low accident rate. The observed. critical speed
was 48 M.P.H. (pace 36 to 46, average 39) .
Taking the above facts into consideration a speed limit
of 45 M.P .H . 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 :
I Post 35 M.P .H. signs for Eastbound traffic
a) Just east of Redlands Blvd.
b) Just east of Tennessee Street
c) Just east of Sixth Street
d) Just east of Grove Street
e) Just east of Judson Street
II Post 35 M.P .H . signs for Westbound traffic
a) At Belinda bane
b) Just west of Judson Street
c) Just :gest of Church Street
d) Just west of Texas Street
e) Just west of Tennessee Street
f) Just west of Industrial Park Avenue
III Post 30 M.P.H . for Eastbound traffic
a) Just east of Texas Street
b) Just east of Eureka Street
c) Just east of Church Street
d) Just east of University Street
IV Post 30 M.P .H . for Westbound traffic
a) Just west of Grove Street
b) Just west of University Street
c) Just west of Orange Street
d) Just west of Eureka Street
V Past 45 M.P.H . for Eastbound traffic
Just east of Dearborn
VI Post 45 M.P .H . for Westbound traffic
Just west of Wabash Avenue
VII Past 25 M.P.H. when school children present signs .
a) Just east of Church Street for eastbound traffic
b) Just west of Chapel Street for westbound traffic
Lt. C. Hyma
Redlands Police Department
Reviewed by the Redlands
Traffic Commission
Chairman Date
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SPEED SURVEY y,
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HIGHWAY NAME
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DATE OF SURVEY
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DEVELOPMENT 0106N rit-LD:5 111i x 'l t tell T'S
ROADWAY WIDTH L/I T6
NO. OF STRIPED LANES TWO
TYPE OF DIVISION STRIP e'j?oge M -yeti-ow PA 1"7 D L ►tjL 5 e 7-
TRAFFIC SIGNAL DATA
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
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EXISTING SIGNED ZONE 30 tpl"P
PROPOSED SPEED LIMIT NO
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DEVELOPMENT aP ti e651rRel`Jee. S 9_1f6/A/&,S:SC'.S
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TYPE OF DIVISION STRIP 6,eo ec-m ya-i aq/ "ad'Al-rc P SINE
TRAFFIC SIGNAL DATA SmT_E_ 7VAIr-A,16 --.,S!6"A4 _Sr I`
AVERAGE DAILY TRAFFIC 3 -7, L c
OBSERVED SPEED - CRITICAL
OBSERVED SPEED - -PACE
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EXISTING SIGNED ZONE ...... -30 MPH
PROPOSED SPEED LIMIT 00 REC0mrnE"0Af-jj,.j
7T X.
ACCIDENT
LEGEND 190 )
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ONLY 196
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FILE NUMBER
DEVELOPMENT v S5 Pe-Sl0ENc.0
ROADWAY WIDTH
NO. OF STRIPED LANES 7 u)C)
TYPE OF DIVISION STRIP uc),j w,� lolo"i -
TRAFFIC SIGNAL DATA 7pRFrtC 51GN R L RT sT. STATE W 38 s
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
OBSERVED SPEED - ,PACE
EXISTING SIGNED ZONE
PROPOSED SPEED LIMIT
177
. 114
ACCIDENT I" A t
LEGEND
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77
PROP. DAM. ONLY 19 -
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SPEED SURVEY 10�rll
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DATE OF SURVEY
FILE NUMBER
DEVELOPMENT
ROADWAY WIDTH 14 7'
NO. OF STRIPED LANES TY40
TYPE OF DIVISION STRIP oKEN OUE lbuj 1'P E's
TRAFFIC SIGNAL DATA 5 16,NAL
AVERAGE DAILY TRAFFIC 1-16 Z-, 3,486-'!p -5,Z4 7_',;3- 3 6
OBSERVED SPEED - CRITICAL
OBSERVED SPEED - -PACE
EXISTING SIGNED ZONE 30 MPIA
PROPOSED SPEED LIMIT -44 r_vN A 4 6 t:-
ACCIDENT
LEGEND I 9H
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DATE OF SURVEY alb lh I
FILE NUMBER
DEVELOPMi?NT1'< S1U,►. C. " b A�.� -y- 6Rrty a - �-••r-t6f 1L, Ac ?AS
ROADWAY WIDTH -
NO. OF STRIPED LANES
TYPE OF DIVISION STRIP '3T.;oy, '►y `S ti►��,t_cr 1 �bcy 3, Y `I t1 1 fa+ � MLS _ __--
TRAFFIC SIGNAL DATA Na►.3%E
AVERACE DAILY TRAFFIC 373
OBSERVED SPEED - CRITICAL �'$
OBSERVED SPEED - PACE ;" Z2 !L2 Z12
EXISTING SIGNED ZONE 3�,;
PROPOSED SPEED LIMIT t4O QV%AyG rad cwANv .
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OP. DAA . ONLY 19
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RADAR SPEED SURVEY
STREET: COLTON AVE. LOCATION: WEBSTER ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 30
DATE: 09/03/84 TIME START: 0910 TIME END: 0950
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: SHEFCHIK
MPH NUMBER OF VEHICLES # OF % OF %
VEHS TOTAL CUM
18 X 1 0. 4 0 . 4
20 XXX 3 1. 3 1. 8
22 XX 2 0. 9 2 . 6
24 XXXXXXX 7 3 . 1 5 . 7
26 XXXXXXXXXXXXXXXXXXXXXXX 23 10. 1 15 . 9
28 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 45 19 . 8 35 . 7
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 43 18 . 9 54. 6
32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 42 18 . 5 73 . 1
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 35 15 . 4 88 . 5
36 XXXXXXXXXXXXXXX 15 6 . 6 95 . 2
38 XXXXXX 6 2. 6 97. 8
40 XXX 3 1. 3 99 .1
42 X 1 0 . 4 99 . 6
44 0 0 . 0 99 . 6
46 X 1 0 . 4 100 . 0
TOTAL NUMBER OF VEHS: 227
CRITICAL SPEED (85%) : 34 MPH
PACE SPEED: 26 TO 36 MPH
AVERAGE SPEED: 30 MPH
MEDIAN SPEED: 32 MPH
CERTIFICATION:
LT. C. HYMAN DATE
RADAR SPEED SURVEY
STREET: COLTON AVE. LOCATION: INDUSTRIAL PARK AVE.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 45
DATE: 09/03/84 TIME START: 1550 TIME END: 1640
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: SHEFCHIK
MPH NUMBER OF VEHICLES # OF % OF %
VEHS TOTAL CUM
22 XX 2 1. 2 1 . 2
24 XXXXXXXXX 9 5. 2 6 . 4
26 XXXXXXXXXXX 11 6 . 4 12 . 8
28 XXXXXXXXXXXXX 13 7.6 20 . 3
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 44 25 . 6 45 .9
32 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 15 .1 61. 0
34 XXXXXXXXXXXXXXXXXXXXXXXX 24 14.0 75 . 0
36 XXXXXXXXXXXXXXXXXXXXXX 22 12. 8 87 . 8
38 XXXXXXXXXXX 11 6 .4 94. 2
40 XXXXX 5 2 .9 97 .1
42 XXXX 4 2 . 3 99 . 4
44 X 1 0 . 6 100 . 0
TOTAL NUMBER OF VEHS : 172
CRITICAL SPEED (85%) : 36 MPH
PACE SPEED: 28 TO 38 MPH
AVERAGE SPEED: 31 MPH
MEDIAN SPEED: 33 MPH
CERTIFICATION:
LT. C. HYMAN DATE 5;P-/j- ZZ
RADAR SPEED SURVEY
STREET: COLTON AVE. LOCATION: NEW YORK ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35
DATE: 09/03/84 TIME START : 1515 TIME END: 1545
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: SHEFCHIK
MPH NUMBER OF VEHICLES # OF % OF %
VEHS TOTAL CUM
20 XX 2 1. 0 1 . 0
22 X 1 0 . 5 1 . 4
24 XXX 3 1 . 4 2 .9
26 XXXX 4 1 . 9 4. 8
28 XXXXXXXXXX 10 4 . 8 9 . 6
30 XXXXXXXXXXXXXXXXXXXXXXXXXXX 27 13 . 0 22 . 6
32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 37 17 . 8 40 . 4
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 34 16 . 3 56 . 7
36 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 36 17 . 3 74 . 0
38 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 13 . 5 87 . 5
40 XXXXXXXXXXXXXXXX 16 7. 7 95 . 2
42 XXXXXXX 7 3 . 4 98 . 6
44 XX 2 1 . 0 99 . 5
46 X 1 0 . 5 100 . 0
TOTAL NUMBER OF VEHS : 208
CRITICAL SPEED (85%) : 38 MPH
PACE SPEED: 30 TO 40 MPH
AVERAGE SPEED: 34 MPH
MEDIAN SPEED: 33 MPH
CERTIFICATION:
LT. C . HYMAN �' DATE
RADAR SPEED SURVEY
STREET: COLTON AVE. LOCATION: POST ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35
DATE: 09/03/84 TIME START: 1000 TIME END: 1045
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: SHEFCHIK
MPH NUMBER OF VEHICLES # OF % OF %
VEHS TOTAL CUM
20 X 1 0.5 0 .5
22 0 0 . 0 0.5
24 XX 2 1. 1 1. 6
26 XXX 3 1. 6 3 .2
28 XXXXXXXXXXXXXX 14 7. 4 10 . 5
30 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 13 . 7 24.2
32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 33 17. 4 41. 6
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 40 21. 1 62 . 6
36 XXXXXXXXXXXXXXXXXXXXXXXXXXX 27 14. 2 76 . 8
38 XXXXXXXXXXXXXXXXXXXXX 21 11. 1 87. 9
40 XXXXXXXXXXXXX 13 6. 8 94. 7
42 XXXXXX 6 3 . 2 97. 9
44 X 1 0 . 5 98 . 4
46 XX 2 1. 1 99 .5
48 X 1 0 . 5 100.0
TOTAL NUMBER OF VEHS: 190
CRITICAL SPEED (85%) : 38 MPH
PACE SPEED: 30 TO 40 MPH
AVERAGE SPEED: 34 MPH
MEDIAN SPEED: 34 MPH
CERTIFICATION:
LT. C. HYMAN zjrL (! DATE �/�_
RADAR SPEED SURVEY
STREET: COLTON AVE. LOCATION: UNIVERSITY ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 30
DATE: 09/03/84 TIME START: 1425 TIME END: 1500
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: SHEFCHIK
MPH NUMBER OF VEHICLES # OF % OF %
VEHS TOTAL CUM
18 X 1 0 . 7 0 . 7
20 XX 2 1. 4 2. 1
22 XXXX 4 2 . 8 5 . 0
24 XXX 3 2. 1 7 . 1
26 XXXXXXXXXXXX 12 8 . 5 15 . 6
28 XXXXXXXXXXXXXXXXXXXXXXXXXXX 27 19 . 1 34. 8
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 34 24. 1 58 .9
32 XXXXXXXXXXXXXXXXXXXXXXXXX 25 17. 7 76 . 6
34 XXXXXXXXXXXXXXXXX 17 12. 1 88 . 7
36 XXXXXXXX 8 5. 7 94. 3
38 XXXX 4 2. 8 97. 2
40 XXX 3 2. 1 99 . 3
42 X 1 0.7 100 .0
TOTAL NUMBER OF VERS: 141
CRITICAL SPEED (85%) : 34 MPH
PACE SPEED: 26 TO 36 MPH
AVERAGE SPEED: 30 MPH
MEDIAN SPEED: 30 MPH
CERTIFICATION:
LT. C. HYMAN / DATE
RADAR SPEED SURVEY
STREET: COLTON AVE. LOCATION: E/OF GROVE ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35
DATE: 09/03/84 TIME START: 1.330 TIME END: 1415
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: SHEFCHIK
MPH NUMBER OF VEHICLES # OF % OF
VERS TOTAL CUM
22 X 1 0. 7 0 . 7
24 XX 2 1. 3 2 . 0
26 XXXXX 5 3 . 3 5 . 3
28 XXXXXXX 7 4 .7 10 .0
30 XXXXXXXXXXXXXXXXXXXXX 21 14. 0 24. 0
32 XXXXXXXXXXXXXXXXXXXXXXX 23 15 . 3 39 . 3
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 32 21. 3 60 .7
36 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 17 .3 78 .0
38 XXXXXXXXXXXXXXXXX 17 11 . 3 89 . 3
40 XXXXXXXX 8 5. 3 94 . 7
42 XXXX 4 2 . 7 97 . 3
44 X 1 0 . 7 98 .0
46 XX 2 1. 3 99 .3
48 X 1 0 . 7 100 . 0
TOTAL NUMBER OF VERS : 150
CRITICAL SPEED (85%) : 38 MPH
PACE SPEED: 30 TO 40 MPH
AVERAGE SPEED: 34 MPH
MEDIAN SPEED: 35 MPH
CERTIFICATION:
LT. C. HYMAN DATE ��N
RADAR SPEED SUR'V'EY
STREET: COLTON AVE. LOCATION: DEARBORN ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 45
DATE: 09/03/84 TIME START: 1100 TIME END: 1230
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: SHEFCHIK
MPH NUMBER OF VEHICLES # OF % OF %
VERS TOTAL CUM
26 XX 2 1. 4 1 . 4
28 XXX 3 2 . 1 3 . 4
30 XXXXX 5 3 . 4 6 . 9
32 XXXXXXXXXXX 11 7.6 14 .5
34 XXXXXXXXXX 10 6 . 9 21. 4
36 XXXXXXXXXXXXXXXXXXXXXXXXX 25 17 .2 38 . 6
38 XXXXXXXXXXXX 12 8 . 3 46 . 9
40 XXXXXXXXXXXXXXXXXXXX 20 1.3 . 8 60 . 7
42 XXXXXXXXXXXXX 13 9 . 0 69 .7
44 XXXXXXXXXX 10 6 . 9 76 . 6
46 XXXXXXXXX 9 6. 2 82 . 8
48 XXXXXXXXXXX 11 7. 6 90 .3
50 XXXXXXXXX 9 6. 2 96 . 6
52 XXXX 4 2. 8 99 . 3
54 X 1 0. 7 100 .0
TOTAL NUMBER OF VEHS : 145
CRITICAL SPEED (85%) : 48 MPH
PACE SPEED: 36 TO 46 MPH
AVERAGE SPEED: 39 MPH
MEDIAN SPEED: 40 MPH
CERTIFICATION:
LT. C. HYMAN �,,,..�,, DATE