HomeMy WebLinkAbout5899_CCv0001.pdf RESOLUTION NO. 5899
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 finds 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 (Engineering, Traffic and Speed Survey and Speed Survey Data
sheets), attached hereto as Exhibit "A," and made a part thereof, has been conducted for the
following highway and the following speed limits are hereby found most appropriate to facilitate
the orderly movement of traffic and are reasonable and safe:
Highway: Palo Alto Drive
Date of Study: November 12, 1990
Speed Limits as follows:
30 m.p.h. between Mirasol Drive and Sunset Drive.
ADOPTED, SIGNED AND APPROVED THIS 5TH DAY OF JUNE, 2001.
Mayor
ATTEST:
City C rk
EXHIBIT "A"
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Palo AIto Drive
AREA OF: Between Mirasol Drive and Sunset Drive
DATE OF SURVEY: November 12, 1990
RECOMMENDATIONS:
The Iast ball bank indicator test conducted on this section of Palo Alto Drive was on November
12, 1990. Since the survey, the street segment has not undergone any significant changes in
geometry or surface condition. For this reason, the ball bank indicator test data of November 12,
1990 is still acceptable.
In the area between Mirasol Drive and Sunset Drive, ball bank indicator tests were run on Palo
Alto Drive.
Following is a list of the safe speeds determined for each curve:
Curve East West
#1 30 m.p.h. 27 m.p.h.
#2 34 m.p.h. 33 m.p.h.
#3 30 m.p.h. 30 m.p.h.
#4 33 m.p.h. 33 m.p.h.
Please refer to the attached map for the location of each curve. Based upon these readings it is
recommended the street be posted for 30 m.p.h.
Based on the facts of this survey it is recommended that Palo Alto Drive between MirasoI Drive
and Sunset Drive be posted as a 30 m.p.h. zone.
Engineering, Traffic and Speed Survey
Commission Meeting of 05124/01
Page 2
Prepared by:
TOM T. FUJIWAVA
Assistant Public NVorks Director
Reviewed by Traffic and Parking Commission:
, 1 ell-7 �'—
T
Signature Date
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Figure 4-2
DETERMINATION OF COMFORTABLE SPEED FROM
BALL BANK INDICATOR READINGS
Driver �' S�u `'` Co. Rte. PM
Observer k ki I P-Q.:..' .sELSG9 To
Sta.
Vehicle
Date_ lih LV 9a Direction
Weather
Type of Pavement: ' ' C,y v'C.
Cond. of Pavement: t'a 44
Min. Sight Dist. thru Curve:
Approach Speed y
(Estimated or Observed): Q
z
Cn
20 20 D
- - - - - - - - - - - - -- - - - - - Z
r5 - - - - - - - - - 15• X
Nm
O
- - - - _ - - - - - - - - -
- - -- - - - - - - -JL1Al11 JUNE ro 0
r o
- - - - - - - - R-1
-- - - - - - - - - - - - -
33
5 - 5 N
10 15 20 25 30 35 40 45 50 55 60 65 70
N
SPEED (MILES PER HOUR)
t ,
1
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Figure 4-2 n
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DETERMINATION OF COMFORTABLE SPEED FROM
Driver
BALL BANK INDICATOR READINGS_.�, - � Pak ,414 A,,
Observer AA»., Co.--- Rte. ` PM _
Vehicle P 0 ,
Date �^
Sts. —YOAJ-1 To All/w.1
WeatherDirection
Type of Pavement: A c
Cond. of Pavement: 60j!&R- d
Min. Sight Dist. thru Curve:
Approach Speed
JEslimated or Observed):
20
20 D rn
T[w --------
15
15•
_ - a
10
_ ci rr LINE -4
10 0o
5
10 15 20 25 30 35 ao
45 50 55 tiU 65 rO
SPEED (MILES PER HOUR) w
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Figure 4-2
DETERMINATION OF COMFORTABLE SPEED FROM
BALL BANK INDICATOR READINGS
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Observer , - Co. Rte.
--�-�. - -� PAA
Vehicle /-'
Sta. ur�Sef To
Date 4a
Weather_ -0A Direction �✓
Type of Pavement:
Cond. of Pavement: �-
Min. Sight Dist, thru Curve:
Approach Speed
(Estimated or Observed):
20
20 V irl3
- - _ - - - - F
15
_ - - - - - - - - - - _ - - - - - - - - O
10 - - - - - - - - - - - - - C/A!1]' LINE- -,
10 0
- --- - --- - - -- ...
- - - - - m
rn
10 15 20
25 30 35 40 45 50 55 605 "11
65 70 to
SPEED (MULES PER HOUR) ... r
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FIAur a 4-2
DETERMINATION OF COMFORTABLE SPEED FROM
BALL BANK INDICATOR READINGS
I Driver ! a�
Qbservar Co.- �.� Ate. _ PM
Vehicle . ►ins
Date !! IL a Sta. Gt To /�irws�!
Weather Olrectlon
Type of Pavement: G
Gond. of Pavement: Go6d,
Min. Sight Dist. Ihru Curve: [_-LsYvC o3
Approach Speed
(Estimated or Observed):
20
77--77
JJ
- -- - - - _ _ 7 717-7 20
t�f
18 - - _ - -
_ 1b, 7C
10
- LIA#Ir LINE -4
10 v
10 15 20 25 30 35 40 - - - - �
A5 50 55 60 85 70S
SPEED (MILES PER HOUR)
r �►
4
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Figure 4-2
DETERMINATION OF COMFORTABLE SPEED FROM C 1
aM
BALL BANK INDICATOR READINGS 7),r. '
Driver
Observer Co-Co.
-- Rte. PM
Vehicle - �G Sta.
+est �Iwjry
Qete1��.Ifyo To
Weather !'l��w.�. Direction ►•✓
Type of Pavement: At
Cond. of Pavement:----6-200 A,
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or Observed): CO)
20
- - - - - - - - - - - - - - -- - - - - - _ _ _ _ _ 20 A �
15 - - -
- - _ - 18. .
M
10
LImIr LINE
10
5 - - - - _ _ - f�iF1
10 20 25 ao 35 ao - � - - - - - - - - - � �
45 50 65 80 65 70
SPEED (MILES PER HOUR) r
yy
i r9
A
A s
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Figure 4-2
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DETERMINATION OF
COMFORTABLE SPEED FROM
Driver �1�.;r/ ' BALL BALK INDICATOR R
EADINGS
Observer . 1 A r� .rs.�-:-_ rs�l:a ,'�/r� �i►.
Vehicle 'Sfb 7� Co.----___ Rte.
_, /J $ta. --_._ PM
Date ��
Weather To ✓•-•sa
Direction
Type of Pavement: ,A C-
Cond. of Pavement: oo d
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or Observed).
20
y
Q
20 aU'
X
10
_ LlM/1'CINE
10 O
5 - -
10 15 25 30 -
2o m
35 4045 SO 5 _ 5 �
5 60 65 70
SPEED (MILES PER HOUR) to
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