HomeMy WebLinkAbout4598_CCv0001.pdf RESOLUTION NO. 4598
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 23252 (b-1) and 23252 (b-2)
of the California Vehicle Code 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: Citrus Avenue
Date of Study: September 15 , 1989
Speed Limits as Follows:
25 miles per hour between Eureka Street and
University Street.
35 miles per hour between University Street and
Dearborn Street.
40 miles per hour between Dearborn Street and Wabash
Avenue.
ADOPTED, SIGNED AND APPROVED this 16th day of January, 1990 .
ATTEST: Mayor. of the C�ty ofRedlands
CityClIerk
I, Lorrie Poyzer, City Clerk of the City of Redlands, hereby
certify that the foregoing resolution was duly adopted by the City
Council at a regular meeting thereof held on the 16th day of
January, 1990, by the following vote:
AYES: Councilmembers Beswick, Cunningham, Larson, Milson;
Mayor DeMirjyn
NOES: None
ABSENT: None
Tf�-rile k
C r
Resolution No. 4598
Page two
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Citrus Avenue
AREA OF: Between Eureka Street and
Wabash Avenue
DATE OF SURVEY: September 15, 1989
RECOMMENDATION:
Based on the facts of this survey, it is recommended that
Citrus Avenue, between Eureka Street and University Street,
remain posted as a 25 MPH zone.
The area between Eureka Street and Church Street meets the
requirements of 22352 (b-1) , (business district) , for a 25 MPH
zone. The roadway width varies from 64-49 feet in the above
area. This area is a central business district and parallel
parking is allowed along most of the roadway. The area is
also heavily travelled by both vehicular and pedestrian
traffic. The observed critical speeds were 26 MPH at Eighth
Street (Pace 18 to 28 MPH, average 22 MPH) , and 24 MPH west
of Church Street (Pace 16 to 26 MPH, average 21 MPH) .
Citrus Avenue between Church Street and University Street
meets the requirements of 22.352 (b-2) , (school zone) , for a 25
MPH zone. This area is heavily travelled with both vehicular
and pedestrian traffic. The observed critical speed was 28
MPH (Pace 20 to 30 MPH, average 24 MPH) .
Taking all the above facts into consideration, a speed limit
of 25 MPH on Citrus Avenue between Eureka Street and
University Street would be appropriate to facilitate the
orderly movement of traffic in a safe and reasonable manner.
The area between University Street and Dearborn Street should
remain posted as a 35 MPH zone. This area meets the
requirements of 22352 (b-) , (residential district) , for a 25
MPH zone. The roadway width is 63 feet and all intersections
are controlled by stop signs or automatic traffic control
signals. Citrus Avenue between Lincoln Street and Dearborn
Street is used as a primary route to Crafton Elementary
School and Moore Jr. High School . The observed critical
speeds were 38 MPH at Grove Street (Pace 34 to 44 MPH,
average 34 MPH) , and 36 MPH at Cardinal Lane (Pace 28 to 38
MPH, average 31 MPH) .
Taking all the facts into consideration, a speed limit of 35
MPH on Citrus Avenue between University Street and Dearborn
Street would be appzcpriate to facilitate the orderly
movement of traffic in a safe and reasonable manner.
The area between Dearborn Street and Wabash Avenue should
remain posted for 40 MPH. This area has experienced recent
residential development and a commercial development on the
south east corner of Dearborn Street and Citrus Avenue. This
area of Citrus Avenue is also used as a primary route to
Crafton Elementary School and Moore Jr. High School. The
observed critical speed was 38 MPH (Pace 32 to 42 MPH,
average 34 MPH) .
Taking all facts into consideration, a speed limit of 40 MPH
on Citrus Avenue between Dearborn Street and Wabash Avenue
would be appropriate to facilitate the orderly movement in a
safe and reasonable manner.
It is recommended that the roadway be posted as follows:
1. 25 MPH signs for east bound traffic
a) Just east of Eureka Street
b) Just east of Orange Street
c) Just east of Sixth Street
d) Just east of Redlands Blvd.
2 . 25 MPH signs for west bound traffic
a) Just west of University Street
b) Just west of Church Street
c) Just west of Redlands Blvd.
d) Just west of Orange Street
3 . 35 MPH signs for eastbound traffic
a) Just east of University Street
b) Just east of Cypress Avenue
c) Just east of Judson Street
d) Just east of Lincoln Street
4 . 35 MPH signs for west bound traffic
a) Just west of Dearborn Street
b) Just west of Lincoln Street
c) Just west of Judson Street
d) Just west of Cypress Avenue
5. 40 MPH sign for east bound traffic
a) Just east of Dearborn
6. 40 MPH sign for west bound traffic
a) Just west of Wabash Avenue
Bil:iC Cranfill ,�Sergeant/Traffic Safety Section
SURVEY REVIEWED BY : TRAFFIC COMMISSION
RADAR SPEED SURVEY
STREET: CITRUS AVE. LOCATION: W/OF FOURTH ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 25
DATE: 09/15/89 TIME START: 1050 TIME END: 1114
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. BRANNEN
MPH NUMBER OF VEHICLES # OF OF o
VEHS TOTAL CUM
14 XXXXXXXXXX 10 4 . 1 4 . 1
16 XXXXXXXXXXXXXXXX 16 6. 6 10. 8
18 XXXXXXXXXXXXXXXXXXXXXX 22 9. 1 19. 9
20 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 30 12 . 4 32 . 4
22 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 31 12 . 9 45 . 2
24 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 48 19 . 9 65. 1
26 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 36 14 . 9 80. 1
28 XXXXXXXXXXXXXXXXXXXXXX 22 9 . 1 89 . 2
30 XXXXXXXXXXXXXXXXX 17 7 . 1 96. 3
32 XXXXXXX 7 2 . 9 99. 2
34 X 1 0 . 4 99 . 6
36 X 1 0. 4 100. 0
TOTAL NUMBER OF VEHS: 241
CRITICAL SPEED (85$) : 28 MPH
PACE SPEED: 18 TO 28 MPH
AVERAGE SPEED: 23 MPH
MEDIAN SPEED: 25 MPH
CERTIFICATION:
SGT. CRANFILL DATE
RADAR SPEED SURVEY
STREET: CITRUS AVE LOCATION: W/OF EIGHT ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 25
DATE: 09/15/89 TIME START: 0925 TIME END: 1001
WEATHER: OVERCAST ROAD CONDITION:. DRY OBSERVER: OFF. BRANNEN
MPH NUMBER OF VEHICLES # OF % OF %
VERS TOTAL CUM
14 XXXXXX 6 2 . 8 2 . 8
16 XXXXXXXXXXXXXX 14 6. 5 9 . 3
18 XXXXXXXXXXXXXXXX 16 7 . 5 16 . 8
20 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 38 17 . 8 34 . 6
22 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 35 16 . 4 50 . 9
24 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 51 23 . 8 74 . 8
26 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 13 . 6 88 . 3
28 XXXXXXXXXXXXX 13 6 . 1 94 . 4
30 XXXXXXXX 8 3 . 7 98 . 1
32 XX 2 0 . 9 99 . 1
34 X 1 0 . 5 99 . 5
36 X 1 0 . 5 100 . 0
TOTAL NUMBER OF VEHS: 214
CRITICAL SPEED (85%) : 26 MPH
PACE SPEED: 18 TO 28 MPH
AVERAGE SPEED: 22 MPH
MEDIAN SPEED: 25 MPH
CERTIFICATION:
SGT. CRANFILL DATE
RADAR SPEED SURVEY
STREET: CITRUS AVE. LOCATION: W/OF CENTRAL AVE.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 25
DATE: 09/15/89 TIME START: 1001 TIME END: 1029
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. BRANNEN
MPH NUMBER OF VEHICLES # OF OF
VEHS TOTAL CUM
14 XXXX 4 1. 4 1 . 4
16 XXXXX 5 1. 8 3 . 2
18 XXXXXXXXXXXX 12 4 . 3 7 . 6
20 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 50 18 . 1 25. 6
22 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 48 17 . 3 43 . 0
24 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 49 17 . 7 60 . 6
26 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 43 15 . 5 76 . 2
28 XXXXXXXXXXXXXXXXXXXXXXXXX 25 9 . 0 85 . 2
30 XXXXXXXXXXXXXXXXXX 18 6 . 5 91 . 7
32 XXXXXXXXXXX 11 4 . 0 95 . 7
34 XXXXX 5 1. 8 97 . 5
36 XXX 3 1 . 1 98 . 6
38 X 1 0. 4 98 . 9
40 XX 2 0 . 7 99 . 6
42 X 1 0. 4 100 . 0
TOTAL NUMBER OF VEHS: 277
CRITICAL SPEED (85%) : 28 MPH
PACE SPEED: 20 TO 30 MPH
AVERAGE SPEED: 24 MPH
MEDIAN SPEED: 28 MPH
CERTIFICATION:
SGT. CRANFILL DATE
RADAR SPEED SURVEY
STREET: CITRUS AVE. LOCATION: W/OF CHURCH ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 25
DATE: 09/15/89 TIME START: 1029 TIME END: 1050
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. BRANNEN
MPH NUMBER OF VEHICLES # OF OF
VEHS TOTAL cum
14 XXXXXXXXXXXXX 13 6. 1 6 . 1
16 XXXXXXXXXXXXXXXXXX 18 8 .. 4 14 . 5
18 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 13 , 6 28 , 0
20 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 48 22 . 4 50 . 5
22 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 44 20. 6 71 . 0
24 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 33 15 . 4 86 . 4
26 XXXXXXXXXXXXXXX 15 7 . 0 93 . 5
28 XXXXXX 6 2 . 8 96 . 3
30 XXXXXX 6 2 , 8 99 , 1
32 0 0 . 0 99 . 1
34 X 1 0 , 5 99 . 5
36 X 1 0 . 5 100 . 0
TOTAL NUMBER OF VEHS: 214
CRITICAL SPEED (85%) : 24 MPH
PACE SPEED: 16 TO 26 MPH
AVERAGE SPEED: 21 MPH
MEDIAN SPEED: 25 MPH
CERTIFICATION:
SGT. CRANFILL DATE
RADAR SPEED SURVEY
STREET: CITRUS AVE. LOCATION: GROVE ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35
DATE: 09/15/89 TIME START: 0930 TIME END: 1000
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF OF %
VEHS TOTAL CUM
22 XX 2 1. 1 1 . 1
24 X 1 0. 5 1. 6
26 XXX 3 1 . 6 3 . 2
28 XXXXXXXXXX 10 5 . 4 8 . 6
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 15 . 7 24 . 3
32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 39 21 . 1 45. 4
34 XXXXXXXXXXXXXXXXXXXXX 21 11 . 4 56 . 8
36 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 35 18 . 9 75 . 7
38 XXXXXXXXXXXXXXXXXXXXXXXX 24 13 . 0 88 . 6
40 XXXXXXXXXXXXX 13 7 . 0 95 . 7
42 XXXX 4 2 . 2 97 . 8
44 XX 2 1. 1 98 . 9
46 XX 1 . 1 100 . 0
TOTAL NUMBER OF VEHS: 185
CRITICAL SPEED (85%) : 38 MPH
PACE SPEED: 34 TO 44 MPH
AVERAGE SPEED: 34 MPH
MEDIAN SPEED: 34 MPH
CERTIFICATION:
SGT. CRANFILL DATE
RADAR SPEED SURVEY
STREET: CITRUS AVE LOCATION: PALM AVE.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35
DATE: 09/15/89 TIME START: 1000 TIME END: 1030
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF OF %
VERS TOTAL CUM
26 XXXX 4 2 . 4 2 . 4
28 XXXXXXXXXXXXXXXXXXX 19 11. 5 13 . 9
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 29 17 . 6 31 . 5
32 XXXXXXXXXXXXXXXXXXXXXXX 23 13 . 9 45 . 5
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 17 . 0 62 . 4
36 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 32 19 . 4 81 . 8
38 XXXXXXXXXXXXX 13 7 . 9 89 . 7
40 XXXXXXXXXXXX 12 7 . 3 97 . 0
42 XXX 3 1 . 8 98 . 8
44 XX 2 1. 2 100 . 0
TOTAL NUMBER OF VERS: 165
CRITICAL SPEED (85%) : 38 MPH
PACE SPEED: 28 TO 38 MPH
AVERAGE SPEED: 33 MPH
MEDIAN SPEED: 35 MPH
CERTIFICATION:
SGT. CRANFILL DATE
RADAR SPEED SURVEY
STREET: CITRUS AVE. LOCATION: CARDINAL LN.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35
DATE: 09/15/89 TIME START: 1030 TIME END: 1100
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF o OF
VERS TOTAL CUM
20 XXXXXX 6 3 . 4 3 . 4
22 0 0. 0 3 . 4
24 XXX 3 1. 7 5 . 1
26 XXXXXXXXXXX 11 6. 3 11 . 4
28 XXXXXXXXXXXXXXXXXXXXXXXX 24 13 . 6 25 . 0
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 38 21. 6 46. 6
32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 37 21 . 0 67 . 6
34 XXXXXXXXXXXXXXXXXXXXXXXXXXX 27 15 . 3 83 . 0
36 XXXXXXXXXXXXXXX 15 8 . 5 91 . 5
38 XXXXXXXXXX 10 5 . 7 97 . 2
40 XXX 3 1. 7 98 . 9
42 XX 2 1 . 1 100 . 0
TOTAL NUMBER OF VERS: 176
CRITICAL SPEED (85%) : 36 MPH
PACE SPEED: 28 TO 38 MPH
AVERAGE SPEED: 31 MPH
MEDIAN SPEED: 31 MPH
CERTIFICATION:
SGT. CRANFILL DATE
RADAR SPEED SURVEY
STREET: CITRUS AVE. LOCATION: FERNDALE CT.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 40
DATE: 09/15/89 TIME START:. 1100 TIME END: 1132
WEATHER: OVERCAST ROAD CONDITION: DRY OBSERVER: OFF. CULLEN
MPH NUMBER OF VEHICLES # OF % OF %
VERS TOTAL CUM
22 X 1 0.7 0. 7
24 XXX 3 2 . 2 3 . 0
26 X 1 0. 7 3 . 7
28 XXXXXXXX 8 6. 0 9 . 7
30 XXXXXXXX 8 6 . 0 15. 7
32 XXXXXXXXXXXXXXXXXXXXXX 22 16 . 4 32 . 1
34 XXXXXXXXXXXXXXXXXXXXXXX 23 17 . 2 49 . 3
36 XXXXXXXXXXXXXXXXXXXXXXXXXXX 27 20 . 1 69 . 4
38 XXXXXXXXXXXXXXXXXXXXXX 22 16. 4 85 . 8
40 XXXXXXXXXXXX 12 9 . 0 94 . 8
42 XXXXX 5 3 . 7 98 . 5
44 X 1 0 . 7 99 . 3
46 0 0. 0 99 . 3
48 X 1 0 . 7 100 . 0
TOTAL NUMBER OF VEHS: 134
CRITICAL SPEED (85%) : 38 MPH
PACE SPEED: 32 TO 42 MPH
AVERAGE SPEED: 34 MPH
MEDIAN SPEED: 35 MPH
CERTIFICATION:
SGT. CRANFILL DATE
SPEED SURVEY f ��tticiNnS rs�rcr
WORKSHEET # i Nnt .la
MA4t h,
HIGHWAY NAME,
19
't ►+¢� mor i-;., � � �u;� r... .,. � I 1's'>i•• .- ."' PV(" •; � :•
BETWEEN �UseFXi4 ST. 64 X Du4�
AND
DATE OF SURVEY
FILE NUMBER
DEVELOPMENT
ROADWAY WIDTii
NO. OF STRIPED LANES p
TYPE OF DIVISION STRIP CESHl-rr 154&,V/
TRAFFIC SIGNAL DATA IJPAFIIG St� ilet
,
AVERAGE DAILY TRA1,17TC y 7,
OBSERVED SPEED — CRITICAL _. _ Z
OBSERVED SPEED — PACE
EXISTING SIGNED ZONE -
PROPOSED SPEED LIMIT
ACCIDENT
LEGENDS
I ! � (
PROP. DAM. ONLY + j I ; ' '
1.9
N — ,
C1N FATAL ! a ' i f I 1
i
FATAL 1 .� i
SPEED SURVEY
����
CC
WORKSHET II 2 No+. t�yS�S
a a �A'
liIGiIWAl Nni° E
BETWEEN Qbtyp6t. tQ vb
LL—
AND �• � E'rr7Y �7r 1+y�''4��'�,� 9 6 'k
ob"AL STO
DATE OF SURVEY
RfbLJ7�/�.5 SR tl�trN SCNooL
FILE NUMBER �titItl CAInPUS
DEVELOPMENT IYO:+/3i.f�!tl�.5_ fir "1: FA!
ROADVAY 1ti11)Tfl _ r. ___ [f-9� —__-
NO. OFSTRTPE'D LANES EFuR `A,4 S _ —FauR LAlt5s
TYPE OF DIVTSION STRIT' _T.�L1l, f�_trtr �� Fcgs -- YEG_LG+ U Lr AJCS
TRAFFIC SIGNAL DATA iUr1�I� i�11I �C/1��'1�5 13LVD 5Z:7t -&D IL [1 _Q �I `1L?,•/l>£a�7 'A
AVERAGE DAT LY TRAFFIC s it �s 7"1z >
OBSERVED SPEED - C:RETICAL
OBSI;IZV1-.D SPFE.0 - PACE 2 Z �
EXISTING SIGNED ZONE
PROI&SED SPEED LTM LT
ACCIDENT
LEGEND
PROP. DAIS. ONLY
IJON-FATAL � I
FATAL p l
19
1_ -
1
SPEED SURVEY
WORKSHEET # 3 No h
U
P� 1 x
1
i
4 i TAvJ AVS _ �
HIGHWAY NAME
BETWEEN J�elV< /T Y Sr 1
AND J'/I]s p
DATE OF SURVEY iSMPr� 1° , o 'Toi S RFS `�t^, y- RFS
FILE NUMBER
DEVELOPMENT A P
ROADWAY WIDTH
NO. OF STRIPED LANES el -.------__---
TYPE OF DIVIST014 STRIP DoORLE XCUOeZ..�/�C� -- _
TRAFFIC SIGNAL DATA AT SyyaC7►
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
OBSERVED SPEED - PACE
EXISTING SIGNED ZONE
PROPOSED SPEED LIMIT
am
ACCIDENT
LEGEND 19LL
a
PROP. DAM. ONLY 19.E-�
NON-FATAL
,� l i " � � I i •I
FATAL 19 yb j U I I ;
SPEED SURVEY ' ' K�
WORKSHEET # A � NTol .'d 4;1��au �':I
3uD I r a}
HIGHWAY NAME
BETWEEN '
— -- ,t+t.G 1prf� �f✓e�l�ll�l � �- � � r r—AND {� F ryGtn•rrr z -r : ''
InDATE OF SURVEY
/ ' I
FILE NUMBER
41 r;
/vFc.r,
DEVELOPMENT
ROADWAY WIDTH
NO. OF STRIPIiD LANDS
TYPE OF DIVISION STRIPS
TRAFFIC SIGNAL DATA WEI ir, ticqr -
AVERAGE DAILY TRAFFIC 's ct --
OBSERVF,D SPEED - CRITICAL t
0135ERVrD SPE ED - PNCE f
EXISTING SIGNED ZONE ---— -- -
ROPOSEID SPiETD LTMIT
ACCIDIENT
LEGEND 194
i
PROP. DAM. ONLY 19
j ( I
NON-FATAL ® 1
FATAL
19 I