HomeMy WebLinkAbout5897_CCv0001.pdf RESOLUTION NO. 5897
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 perforin 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: Crestview Road
Date of Study: November 12, 1990
Speed Limits as follows:
25 m.p.h. between Ford Street and Buckingham Drive.
ADOPTED, SIGNED AND APPROVED THIS 5TH DAY OF JUNE, 2001.
Mayor
ATTEST:
City erk
l
EXHIBIT "A"
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Crestview Road
AREA OF: Between Ford Street and Buckingham Drive
DATE OF SURVEY: November 12, 1990
RECONMENDATIONS:
The last ball bank indicator test conducted on this section of Crestview Road 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 Ford Street and Buckingham Drive, ball bank indicator tests were run in both
directions, with the exception of the curve nearest Buckingham Drive. This curve was not run in
a northwesterly direction because vehicles have just turned from Buckingham Drive onto
Crestview Road and could not accelerate to speed before negotiating the curve.
Following is a list of the safe speeds determined for each curve:
Curve Northwest Southeast
#1 29 m.p.h. 34 m.p.h.
#2 28 m.p.h. 29 m.p.h.
#3 32 m.p.h. 29 m.p.h.
#4 26 m.p.h. 24 m.p.h.
#5 23 m.p.h. 26 m.p.h.
#6 no test 26 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 25 m.p.h.
Based on the facts of this survey it is recommended that Crestview Road between Ford Street and
Buckingham Drive be posted as a 25 m.p.h. zone.
Engineering, Traffic and Speed Survey
Commission Meeting of 05/24/01
Page 2
Prepared by:
TOM T. FUJIW
Assistant Public Works Director
Reviewed by Traffic and Parking Commission:
Signature Date
a
Figure 4-2 3
a
DETERMINATION OF COMFORTABLE SPEED FROM
a
BALL BANK INDICATOR READINGS C,,�s�,,,r�,, Rd.
Driver �• Ott&.1% Co. Fite. PM
Observer gy��
Vehicle ._. ct Sta. �_ To -& dL@-A
Date Direction SE
Weather
Type of Pavement: . C
Cond. of Pavement: ao tr'u�re t
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or Observed): 0
Gf
z
20 - 120
to
15 - L L - 1fi- X
- - - - - - - - - - - 0
- - - - - - - - - - - - - - - - - - - - - - f7
0 - _ - - - - - - - - - - - - - - - - - v - - _ LIMN LINE -�4
1 10 os
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - m
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5
- - - - - - - - - - - - -
10 15 20 5 30 35 40 45 50 55 60 65 70 En
v
SPEED (MILES PER HOUR) fi
a
Figure 4-2
DETERMINATION OF COMFORTABLE SPEED FROM
BALL BANK INDICATOR READINGS 6vni✓o
Drivery• Co. Rte. PM
Observer
Ste. fVPd S4 To ,. A
Vehicle
Vete ah Direction Nom]
Weather_ j��-l�'��� A
Type of Pavement: �-1 C
Cond. of Pavement: C
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or Observed): y
Q
20 20
- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -
15 - - - - - - - - - - - - 15• 7c
- - - - - - - - - - - - - - - - - - - Z
- - - - - - - - LID1/T LINE �i
10 10
- - - - - - - - - -- - - -- - - - -- - -- -- - - - - - - - - - - - m
510 15 20 25 30 35 40 45 50 55 60 65 70 m
SPEED (MILES PER HOUR)
a
Figure 4-2 3
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DETERMINATION OF COMFORTABLE SPEED FROM
e
Driver (u&n BALL BANK INDICATOR READINGS Co &Ps1wesi ed
Rte PM
Observer £n�ne►,* •
Vehicle A #0 Ste. To •
Date Direction SE-
Weather Type of Pavement: Q •C. Cttva�[ 2
Cond. of Pavement: 6-7 e s
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or Observed): N
0
202!
20 °
15 - - - _ _ - 15-
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
5,- - - - - - - - - - - - - - - - - - - - - n
10 10 0
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o
51 1 15 M
10 15 20 25 30 35 40 45 50 55 60 65 70
a
SPEED (MILES PER HOUR) f.
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a
Figure 4-2 3
a.
DETERMINATION OF COMFORTABLE SPEED FROM C
d
BALL BANK INDICATOR READINGS AIA-
Driver 6*11e^ Co. Rte. PM
Observer Sta. 14rO'i S1 To 8:5z1-
Vehicle
z1-,Q►
Vehicle Al 10
Dale Direction
Weather A
Type of Pavement:
Cond. of Pavement: rld«-�- CiI�,✓e tl
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or Observed):
z
20 20 p D
- - - - - - - - - - - - - - - - - - - - - - - Z
15 - - - - - - - -- 15. 7C
- O
- - - - - - - - - - - - - 0
- - - - - - - - - - - - - - - - - -L./U11' LINmi -4
10 - 10 0
- - - - - - - - - -
- - - - - - - - - - - - - 0
- - - - 400LL
- - - H 5
- - - - - - - - - - - - - - - - - m
- - - - - - - - - - - gym,
10 15 20 25 30 35 40 45 50 55 60 65 70 uj
SPEED (MILES PER HOUR) M f
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a
Figure 4-2
DETERMINATION OF COMFORTABLE SPEED FROM C
��� BALL BANK INDICATOR READINGS Cs����-� Ax
Driver Co. Hie. PM
Observer— p_- �d ltm a e-�--- .
Vehicle 4/0-1— Sts. �r� S�. To ,w
Date /.t 4-0 Direction
Weather CL"---
Type of Pavement: Ac
Cond. of Pavement: 6 Q a- .
Min. Sight Dist. thru Curve:
Approach Speed
jEslimaled or Observed: N
t7
20 20 D
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z
15 15. X
-- - - - - - - - - - - - - - - n
to _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - LuutrLINE
o
10
- - - - - - - - - - - - - - - - - - - - - - - o
-- -- - - - - - - - - m
5 5 m
10 15 20 25 30 35 40 45 50 55 60 65 70 W
SPEED (MILES PER HOUR) f,
FIgum 4-2
a
DETERMINATION OF COMFORTABLE SPEED FROM
�-- BALL BANK INDICATOR READINGS CrCS rv�ew Q�-
Driver Co. Hie. PM
Observer p La q r�.�-�{- �Csl J! To t3uck�a At., 0,*.
o �. Ste.
.
Vehicle DirectionS�
Data �l L 90
Weather e�qi1
Type of Pavement: A -C-
Cond.
C•Cond. of Pavement: 00,0d
Min. Sight Dist. thru Curve:
Approach Speed to
(Estimated or Observed):
z
ca
20 20 a
- - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - P
15 - - - - - - -
-ell
- - - - - - - ti
- - Z
- - - - - - - - - - - - - - - -- LIM1rLINE100
o - - a,
- - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - a
5 -
10 15 20 25 30 35 40 45 50 55 60 65 70 Irl
SPEED (MILES PER HOUR) K
n
Figure 4-2
DETERMINATION OF COMFORTABLE SPEED FROM
BALL BANK INDICATOR READINGS Cres ivies oek
Driver Co. Rte. PM
Observer #*J X
Vehicle • off'' Sta. �i^d To � r.
Date-
Weather
o Direction N�
Weather ,t
Type of Pavement: A G o f
Cond. of Pavement: l,�oo
Min. Sight Dist. thru Curve:
Approach Speed N
(Estimated or Observed): --
z
20 20 a �'
- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - -
w
- - - - - - - - - F
- - - - - - - - - - - - - - - - - - z
15 - - - 15•
tl 0
10 - - - - - - - - - - - - - -Lfiu/r LINE -4
10 0
- - - - - - - - - - - - - - - - - - - m
510 15 20 25 30 35 40 45 50 55 60 65 70
M
SPEED (MILES PER HOUR) f
a
Figure 4-2 a
DETERMINATION OF COMFORTABLE SPEED FROM
�. BALL BANK INDICATOR READINGS 0,veS1Vf&j
Driver
`/. (�,� 2:2 Co. Rte. PM
Observer t2L ---- Sta. �rc��. To
Vehicle Z` Ste'
Date Direction
Weather -°�--� �
Type of Pavement: — A.C.
Cond. of Pavement: C7
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or Observed):
20 20 N
--- - - - - - - - - - - - - -- - - - - - - - - - - - - - -
- -
- - - -- - - - - - - - - - - - - - - - - - - - - - -
- y
- - - - - - - - - - - - - - - - - Z
- - - - -- - - - - _ 16• x
- - - - - - - - - - Z
- - - - - - - - _ - - - - - - - - - - - - - - ~LIKTLINE
10 10 0 0
- - - M
b 5 m
10 15 20 25 30 35 40 45 50 55 60 65 70
± fi
SPEED (MILES PER HOUR)
-i
a
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Figure 4-2
d
DETERMINATION OF COMFORTABLE SPEED FROM c
d
�T BALL BANK INDICATOR READINGS G�'�s�✓��'�' Au
Driver Co. file. PM
Observer L
Vehicle
UZ Sta. To ^j7 .
Date a Direction„ .
Weather ���-�✓
Type of Pavement: 4 G Gc � dy s
Cond. of Pavement: CziP e
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or Observed): Q
G7
z
20 20 N
- - - - - - -- - -- - - - - - - - - - - - - - - - - - - F
15 - - - - - - - - 15-
T--
5• 7C
- - - - - - - - - - - - - - C7
- - - - - - - - - - - - - 0
- - - - - - - - - - LIMIr LINE- 4
10 10 00
- - - - - - - - - - - - m
5 5 M
10 15 20 25 30 35 40 45 50 55 60 65 70 fit
r
SPEED (MILES PER HOUR) K f
t
Fleure 4-2
DETERMINATION OF COMFORTABLE S �
PEED FROM
Driver %7. BALL BANK INDICATOR R
EADINGS Cres ,►.. /,t,�
Observer � �,
Vehicle 01— Co.--, fete. PM---!
Date /I z
Ste. rd � To ct,
Weather Cly
Direction ,r.1
Type of Pavement: A G
01
Cond• 01 Pavement:
Min- Sight Dist. thru Curve:
Approach Speed
(Estimated Of Observed):
20
ca
20 A
15
2
10
to 0
10 15 20 - - - - - - �
25 30 35 - - -
40 45 50 - - - b
55 60 65 70 n
SPEED (MILES PER HOUnn
u
FI®uM 4-2
a
DETERMINATION OF COMFORTABLE S �
PEED FAC�M �
BALL BANK INDICATOR READINGS �
Observer
Vehicle u Co. file. _ PM �
Dale 2- .pa Sta. r� Jr� TO
•
Weather r aa.e� , Direction
Type of Pavement: .��
Cond. of Pavement: ,,/
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or Observed,:
20 L
20 to
- - - _
15-
10
5• 7C
- - - 10
5
10 15 - - - - - - - _ M
20 25 30 35 40 45
SP 50 55 60 85 705
EED (MILES PEA HOUR) --
i
FlpuM 4-2 a
DETERMINATION OF COMFORTABLE SPEED FROM
Driver ` _ BALL BANK INDICATOR `
READINGS C
Observer errsolwi� o
Vehicle + ti Co.--- . Rte.
Data ZY b Ste. CS�
Weather C Ta ftr.
`j Direction
Type of Pavement: ,,
Cond. Of Pavement:
Min. Sight Dist. thru Curve:
Approach Speed
(Estimated or 46served};
20
_ Ca
20 �s
L/f
to
10 - O
- - - - �L/A//Y LINE
- 10 a
5
10 i 5 20 25 30 36 40
45
50
55 60 65 70
SPEED (MILES PER HOUR}
yY
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