HomeMy WebLinkAbout4154_CCv0001.pdf RESOLUTION NO. 4154
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: Lugonia Avenue
Area of: West City Limits and East City Limits
Completion Date: February 10 , 1986
Speed Limits as Follows :
50 MPH between the west City Limits and Karon Street
40 MPH between Karon Street and Occidental Drive
50 MPH between Occidental Drive and Wabash Avenue
ADOPTED, SIGNED AND APPROVED this 18th day of March , 1986 .
Mayor of the City of Redlands
ATTEST:
ity Clerk
ENGINEERING, TRAFFIC, AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Lugonia Avenue
BETWEEN: West City Limits and East City Limits
DATE OF SURVEY: February 10, 1986
FACTS:
Lugonia Avenue in the area between the West City Limits (approximately in line
with Tennessee Street) and Karon Street is for the most part undeveloped (fields) .
The roadway is two lanes, 54 feet wide. The area is posted for 50mph speed limit.
The observed critical speed (85 percentile) was 48mph, average speed was 40mph.
Lugonia Avenue in the area between Karon Street and Orange Street is for the most part
residential with a public park between Clay Street and Washington Street. The roadway
is four lanes, 63 feet wide. The area is posted for 35mph. The observed critical speed
was 40mph, average speed was 35mph.
Lugonia Avenue in the area between Orange Street and Wabash Avenue (east city limits)
is State Highway Route 38. This area is residential, business, open fields and
orange groves. The roadway is two lanes; the width varies from 36' (most of the road-
way) to 72' . The observed critical speeds were as follows: At Herald Street 42mph
(average speed 36mph) and at Judson Street 48mph (average speed 42mph) .
RECOMMENDATIONS:
Based upon the facts accumulated in this study, it is recommended that the speed limits
be adopted for Lugonia Avenue as follows, as they would facilitate the safe and orderly
movement of traffic in a safe and reasonable manner.
1. 50mph for the area between west city limits and Karon Street.
2. 40mph for the area between Karon Street and Occidental Drive.
3. 50mph for the area between Occidental Drive and Wabash Avenue.
On January 26, 1983, the Department of Transportation, pursuant to the provisions of
section 22343 of the Vehicle Code, found that 55 MPH is more than is reasonable and
safe, prepared an order decreasing the 55 MFH speed limit on a state highway to:
1. 40mph for the area between Orange Street to Occidental Drive.
2. 50mph for the area between Occidental Drive and Wabash Avenue.
It is recommended that Lugonia Avenue remain posted in the following manner:
1. For eastbound traffic:
A. 50mph speed limit sign east of Alabama Street.
B. 40mph speed limit sign east of Karon Street.
C. 40mph speed limit sign east of Texas Street.
D. 40mph speed limit sign east of Orange Street.
E. 40mph speed limit sign east of Church Street.
F. 50mph speed limit sign east of Occidental Drive.
G. 50mph speed limit sign east of Judson Street.
2. For westbound traffic:
A. 50mph speed limit sign west of Wabash Street
B. 50mph speed limit sign west of Judson Street.
C. 40mph speed limit sign east of Occidental Drive.
D. 40mph speed limit sign west of Orange Street.
E. 40mph speed limit sign west of Texas Street.
F. 50mph speed limit sign west of Karon Street.
3. Maintain current School Zone posting for east and westbound traffic at
Sixth Street at Lugonia Elementary School.
Bill L. Cranfill, Sergeant
Traffic Safety Section
Reviewed by Traffic Commission:
(Date)
RADAR SPEED SURVEY
STREET: LUGONIA AVE. LOCATION: W/OF KARON
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 50
DATE: 02/10/86 TIME START: 1110 TIME END: 1200
WEATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF OF %
VEHS TOTAL CUM
26 X 1 0.5 0.5
28 XXX 3 1 .4 1.9
30 XXXXXXXXXX 10 4.7 6 .5
32 XXXXXXX 7 3 .3 9.8
34 XXXXXXXXXXXXXX 14 6 .5 16.3
36 XXXXXXXXXXXXXXXXXXXX 20 9.3 25 .6
38 XXXXXXXXXXXXXXXXXXXX 20 9.3 34.9
40 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 44 20.5 55 .3
42 XXXXXXXXXXXXXXXXXXXXXX 22 10 .2 65 .6
44 XXXXXXXXXXXXXX 14 6 .5 72.1
46 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 12.1 84 .2
48 XXXXXXXXXXXXXXXXX 1.7 7 .9 92 . 1
50 XXXXXXXXX 9 4 .2 96 .3
52 XXXXXXX 7 3 .3 99.5
54 X 1 0.5 100.0
TOTAL NUMBER OF VEHS: 215
CRITICAL SPEED (85%) : 48 MPH
PACE SPEED: 36 TO 46 MPH
AVERAGE SPEED: 40 MPH
MEDIAN SPEED: 40 MPH
CERTIFICATION:
LT. C. H N DATE
RADAR SPEED SURVEY
rREET: LUGONIA AVE . LOCATION: E,/OF WEBSTER ST.
lRECTION OF TRAVEL: E1W EXISTING SPEED LIMIT: 40
NTE: 02/10/86 TIME START: 1205 TIME END: 1250
FATHER: CLEAR ROAD CONDITION: DRY OBSERVER: OFF . CULLEN
PH NUMBER OF VEHICLES # OF % OF %
VEHS TOTAL CUM
22 XX 2 0 .7 0 .7
24 X i 0 .3 1 .0
26 XXXXXXXXX 9 3 .0 4 .0
28 XXXXXXXXXXXXXXXXX 17 5 .7 9 .7
30 XXXXXXXXXXXXXXXXXX 18 6.0 15 .7
32 XXXXXXXXXXXXXXXXXXXXXXXXX 25 8 .3 24 .0
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 50 16 .7 40 .7
36 XXXXXXXXXXXXXXXXXXXXXXxxxxxxxXXXXXXXXXXXXXXXXXXXXXXXX 57 19 .0 59 .7
38 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 47 15 .7 75 . 3
40 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 35 11.7 87 . 0
42 XXXXXXXXXXXXXXXXXX 13 6 . 0 93 . 0
44 XXXXXXXXXXX 11 3 .7 96 .7
46 XXXX 4 1 .3 98 .0
48 XX 2 0 .7 98 .7
50 xxxx 4 1 . 3 100 . 0
OTAL NUMBER OF VEHS: 300
RITICAL SPEED (85%) : 40 MPH
ACE SPEED: 32 TO 42 MPH
VERAGE SPEED: 35 MPH
EDIAN SPEED: 36 MPH
CERTIFICATION:
LT*-C . DAT S
H Y MIA i
R;-k,DAR SPEED SURVEY
IREET: LUGONT-A AVE. LOCATION: E/op HERALD ST.
[RECTION OF TRAVEL: E Al EXISTING SPEED LI141T: 40
kTE: 02/11/86 TIME START: 0954 TIME END: 1045
]AT HER: CLOUDY ROAD CONDITION: DRY OBSERVER: OFF . CULLEN
:)H NUMBER OF VEHTCLES 4 OF % OF %
VE111 S TOTAL CUM
22 XX 2 D. G 0 .6
24 XX 2 0 .6 1.3
26 X X X XX X 6 1.9
28 XXXXXXXXXXXXXX 14 4 .4 7 .5
Z1. 21 6 .6 14. 1
30 XXXXXXXXXXXXXXXX "XXX 38 11.11-1 25 .9
32 XXx�l'.XXI"�Xzv�.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXX7XXXXX,XXXXXXXXXXXXXXXX-XxxxxxxxXxXXXXXXXXXX 53 16 .6 42.5
34 A
4-0j 15 .3 57 .8
36 XXXXXX'A,7"XXX'XXXXXXXXXXXXXXXXXXXX"-'X"' 33 10 .3 G8 . 1
38 XXXXXXXXXXXX"XXXXXXXXXXXXXXXXXXXX 34 10 .6 78 .8
40 XXXXXXXXXXXXX�'XXXXX�7XXXXXXXXXXXXXX 34 10 .6 89 .4
42 �,,YvXXXXXXXXXXXXXXXXXXkXXX"XXXXXXXXXX 10 3 .1 92 .5
44 XXXXXXXXXX 11 3 . 4 9-5 .9
46 XXXXXXXXXXX 6 1.9 97.6
48 X-/'-%rXXXX 4 1 .3 99 .1
50 XXXX 2 0 . 6 99 .7
54
52 X XX 1 0 .3 100-0
OTAL NUMBER OF VEHS: 320
RITICAL SPEED (85%) : 42 MPH,
ACE SPEED: 32 TO 42 NPH
.VERAGE SPEED: 36 MPH
,EDTA?` SPEED: 38 11-1PH
CERTIFICATION:
7
TuT. C. HYRAN
1ATE
RADAR SPEED SURVEY
REET: LUGONIA AVE. LOCATION: 1OF JUDSON ST.
RECTION OF TRAVEL: E1W EXISTING SPEED LIMIT: 50
TIME START: 1050 TIME END: 1150
TE: 02/11/36 ROAD CONDITION: ORY OBSERVER: OFF . CULLEN
ATHER: CLOUDY
.H NUMBER OF VEHICLES 'V
VEHS TOTAL cum
2 o .5 0 .5
A XX 3 0 .8 1. 3
10 xxx 7 1.8 3 . 1
12 XXXXXXX 14 3 .7 6 .8
34 XXXXXXXXXXXXXX 25 6 . 6 13 .4
36 XXXXXXXXXXXXXXXXXXXXXXXXX x 48 12 .6 26 .0
38 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 50 13 .1 39. 1
40 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x 52 13 .6 52 .8
12 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXxXxXXXXXXXX 53 13 . 9 66 .7
44 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX48 12 .6 79 .3
46 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 33 3 .7 87 .9
48 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 30 7 .9 95 .8
50 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 7 1.8 97 .6
52 XXXXXXX 7 1. 8 99.5
54 XXXXXXX 1 0.3 99 .7
56 X 1 0 .3 100.0
58 X
OTAL NUMBER OF VEHS: 381
!RITICAL SPEED (85%) : 48 MPH
,ACE SPEED: 38 To 48 MPH
,VERAGE SPEED: 42 MWH
IEDIAN SPEED: 43 MPH
CERTIFICATION:
LT. C. HYMAN DATE
r
RESOLUTION NO. 3491
A RESOLUTION ESTABLISHING TRAFFIC REGUI..ATIONS 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 regu-
lations are necessary and shall be established.
SECTION ONE: Pursuant to Section 40802 (b) of the California
Vehicle Code and Article 680, Section 68001 (x) of the Redlands Traffic
Ordinance, the following highway has been studied and the fo.11o� ing
speed limits are hereby found most appropriate to facilitate the orderly
}noverrtent of traffic and are reasonable and safe.
Highway: Lugonia Avenue
Date of Study: May 11, 1978
Speed Limits as Follows :
50 MPH between West City Limits and Karon Street
40 MPH between Karon Street and Occidental Drive
50 MPH between Occidental Drive and a point 3/10 of a mile
west of Wabash Avenue
40 MPH between a point 3/10 of a. mile west of Wabash Avenue
and Wabash Avenue
Adopted, signed and approved this 6th day of June, 1978.
Mayor of tfie Cit "16�3
of R
ATTEST
Cit G -erk
APPROVED FOR -20M
s/ Edward F. Taylor
City Attorney
- --- - --_ - L4'60A)1'1-1 /7 lle A%
4
SPEED SURVEY
WORKSHEET # I Nor h P�
K 2 QcN
�+ �.
A-t GHWAY NAME Vis. .� �+ s5' = - t{ + ►� PA
BETWEEN l'/Ty t/1-Ia r 5 J 4
AND
DATE OF SURVEY a-10
FILE NUMBER
DEVELOPMENT
ROADWAY WIDTH w_ ���•.e.___.. � _ � ,__ � � � __�._ �___- -__ _ ._ . ...__._._m._.._-
NO. OF STRIPED LANES
TYPE OF DIVISION STRIP �J t.I ? x�Z1.� �
. 6 X) l A✓r r' � ; :. �-I rG1
TRAFFIC SIGNAL DATA ',-^ q Tc -!,ee
AVERAGE DAILY TRAFFIC
OBSERVED SPEED -- CRITICAL ,l pl mI F M' AVG ^ #
OBSERVED SPEED —PACE So
EXISTING SIGNED ZONE m p _ µ -. -
PROPOSED SPEED LIMIT G _-_v__.......
_
ACCIDENT > : r ';
LEGEND 19
JT 4
PROP. DAM. ONLY . • . . � . • . { ' 4 ' �* , + +` t ' : : . ; t : . . : ' ` . : {19
NON-FATAL '{
FATAL 1cj it . . � , I . . � ' i �,�. : . ;. ` - ' � . ' . . sr � ' . .
«..k r-..+_t..�.•��...,__.— A- n.�A.`a...,...�,—.1..w.�}«w.-..,.-�—..c..w.�-- -.n......���..-lM..b.�..+r.drM.'L_A....•w'� - _ _.x.. .�.,,�»..h.- .—_�,+ -- �...t.
SPEED SURVEY \ '
WORKSHEET fir`
- q ti
HIGHWAY NAME F
14
� i`. °� �' to L�,Yea"►
BETWEEN
AND (H u j2 C 14 �5 _
DATE OF SURVEY lO-'
PILE NUMBED 1 ` _
1 .
DEVELOPMENT a y r,> ),j;c c s 5 a+.kj D 0 C. rlg Lt)s
ROADWAY WIDTH
NO. OF STRIPED LANES U
TYPE OF DIVISION STRIP 7u ! i` �r}� . ,. w r 3 + 0t /ju&,F,
TRAFFIC SIGNAL DATA STATE T)ZF
AVERAGE DAILY TRAFFIC
OBSERVED SPEED — CRITICAL _ lea �� '' �"
OBSERVED SPEED — PACE } �
EXISTING SIGNED ZONE Ll
PROPOSED SPEED LIMIT
ACCIDENT w y i $ . . . ; t : a ., ,. ' }
LEGEND 19 * �
PROP. DAtii. 0NLY L7
NON—FATAL ,
FATAL i.A y (� l . • 1 + L , 3 3 1 r i a . . y : x . . : w -t # y i 4 0 #
6...1...�.r-r• k�� 'l .... .,..,......�4_,-.w..+_..r.rw...v.d,..w .-+�h ..+.-�—�mow.w. - aw.... d ..._.... . ..."_ ....- .« _., -�. ._.._.._._.a.
SPEED SURVEY
WORKSHEET # 4
It iec's,
3 Nor
v
�Ll�li -----------
is
46f6e,o�A
HIGHWAY NAME I MrS tits
BETWEEN
AND
DATE OF SURVEY
FILE NUMBER
DEVELOPMENT f a31A)&-rys 47A)D
ROADWAY WIDTH
NO. OF STRIPED LANES
TYPE OF DIVISION STRIP Ok)
TRAFFIC SIGNAL DATA ej�-rZ T11 p, ;kc-.
AVERAGE DAILY TRAFFIC
OBSERVED SPEED — CRITICAL
OBSERVED SPEED Tt,
EXISTING SIGNED ZONE 50 /-,jag
PROPOSED SPFFD LIMIT A10 0,q,�r46e gCCom,-,Fri L)
7a-
.1 4
ACCIDENT
-f ? • a a ' j a -a 4 -[ . . 7 • • a • 1 •. • {_f. `µ } i a 6 a. ` j. , Y
LEGEND 19
PROP. DAM. ONLY
NON--FATAL
AL
FATAL
19
71 P PA pkl I pipu