HomeMy WebLinkAbout3697_CCv0001.pdf RESOLUTION NO. 3697
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 Section 40802 (b) 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 facili-
tate the orderly movement of traffic and are reasonable and safe.
Highway: Olive Avenue
Date of Study: June 28, 1980
Speed Limits as Follows:
30 MPH between Citrus Avenue and San Mateo Street
35 MPH between San Mateo Street and Terracina Boulevard
ADOPTED, SIGNED AND APPROVED this 5th day of August, 1980 .
r
Mayor of the ' y o d an
ATTEST: t /
fD6puty Ci erk
APPROVED FOR FORM:
s/ Edward F. Taylor
City Attorney
ENGlNEERTNG, TRAFFIC AND SPEED SURVEY
Highway Under Study: Olive Avenue
Area of: Between Citrus Ave. and
Terracina Blvd.
Date of Survey: June 28, 1980
RECWIMENDAI"IONS:
It is recommended, based on the facts of the survey that Olive Ave.
between Citrus and San Mateo Street be posted 30 MPH .
This area meets the requirements of California Vehicle Code Section
22342b-1 (residential-business district) for 25 MPH zone. The
critical speeds observed between Citrus Ave. and San Mateo Street
are as follows:
1. At Sonora St 32 MPH (Pace 24-34,Avg. 28)
2 . At Buena Vista St. 32 %LIPH (Pace 24-34 , Avg. 28)
3. Between -Nanette and Roma St. 32 1,11PH (Pace 26-36, Avg. 29)
The roadway width is 52 feet and there is parallel parking allowed
on both sides of the street. There are two schools along the road-
way (McKinley Elementary and Sacred Heart School) that meet the
requirements of Section 22352b-2 CVC for a 25 MPH zone .
Taking the above facts into consideration a speed limit of 30 MPH
would be appropriate to facilitate the orderly movement of traffic
in a safe and reasonable manner.
The area between San Mateo Street and Terracina Boulevard should
be decreased from 45 MPH to 35 MPH.
The area has recently been developed as a residential area and now
meet the requirements of CVC 22352b-1 (residential-business district)
for a 25 MPH zone . The observed critical speed was 36 MPH (between
Lakeside and Bellevue) - with a pace speed of 28 to 38 and an average
speed of 32 MPH .
There have been three new streets that intersect with Olive Avenue
between San -Mateo Street and Terracina Boulevard. The roadway width
varies between 49 and 63 feet.
The intersections of Lakeside Street at Olive and Bellevue Avenue
at Olive Have poor visability.
Taking these facts into consideration a speed limit of 35 MPH would
be appropriate to facilitate the orderly movement of traffic in a
safe and reasonable manner .
Olive Ave. Page 2
6/28/80
it is recommended that the roadway be sign posted as follows.
1. Post 33 MPH signs for west bound traffic -
a) Just west of Citrus
b) Just west of Cajon Street
c) Just west of Grant Street
d) Just west of Center Street
e) Just west of Nanette Street
2 . Post 30 MPH for east bound traffic -
a) Just east of San Mateo Street
b) Just east of Nanette Street
c) Just east of Center Street
d) Just east of Cajon Street
3 . Post 35 MPH for west bound traffic -
a) Just west of San. Mateo Street
b) Just east of Mills Street
4. Post 35 MPH for east bound traffic
a) Just east of Terracina Boulevard
b) Just east of Mills Street
5 . Remove all. 45 MPH signs.
6 . Maintain school zone signs as posted.
CLETE F . HY AN, Sergeant
Traffic/Safety- Bureau
Survey Reviewed BY;
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DONALD C. POE, Captain
Redlands Police Department
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OBSERVER: --.SG7------- ......- DAT
.0CATION: ....... ........... CALL. BY: . ............------------- TIME: _.-_,_.START
eCAT;AP: PIMT..... ROAD CONDIT:ON,. ......... CHECKED By: !'IS,
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NO, TOTAL
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VEHICLES iVEH. SPEED Mph VCHICLC'S V Em. SPEFD
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X = PASS CAR T 0 T A L S—n...........Al 31141/a
P = PICKUP
Average
B z Rus ....... Average Speed........-....,..ter`
2= 2 AXLES Critical Speed....... .............. CrItIcoi Speed ...............................
3 3 AXLES Pace Speed ........ IQ-------_toPace Speed ...... .......
4 = A AXLES
*Over Pace ............31-1.......................... %Over Pace ............,r4"-..l---�.l.--.>.................
3 3 AXLES
* In Pace .............. %In PC-=P --- ... .........
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AXLS
°;Qnder Pace % under Pace
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FIl-E NO.;-----................
ROAD; CBS E RV E R: DATE. ......
LO C A7 ION 7 1 M E: ST A R T
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WEATHER Q.uz 15'. 7. 4?.r 7... ......... ROAC) CQND17lQN:---.,.4AY—.............»............_. CHECKED 6Y:
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NO. TOTAL DIRECTION;
No. TOTAL
VEHICLES lVEH. SPEED VEHICLES VEH. 5 E I"
Mph Mph
5 10 t5 20 5 i6 45 710 21
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LEGEND
X = PASS CAR TCTALS...... ...............
P = PiCKUP
13 = Bus _ ....... 32-- Average Speed.... 32.—.._-........................
Critleal speed ........ ........................... SCC, Critical SImool 3 C.
Z2 AXLES ...................................
3 3 AXLES Pace Speed .........
Pace Speed ...... .......to.......
4 = 4 AXLES 7"
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5 AXLES In Pace 7�-
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DIRECTION; NO. TOTAL I DIRECTMN: NO. TOTAL
VEH. SPEED v E H,i C L F r. EVEN. SPEED
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LEGEND TOTALS.--y.—Y............/�W/ TCTAL
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P = PtCKUP Avefoge Speed .................. Ayerage Speed........
13 - aus r-r*lt I cc I Speed ......... Critical Speed---.-..._.... .". ......... ............
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3 = 3 AXLES Pace Sp .......— Pace Speed ---------
4 - A AXLES %Over Pace ............... %Over Floce .............. .......
5 = n AXLES in Pace .........
% In Pace .............. ................ ...........
4 = 6 AXLES
% Under Pace ........... %Under Pace ...................................
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