HomeMy WebLinkAboutAGENDA REPORT 1990 0725 CC REG ITEM 08D ,t• MOORPARK ITEM
BERNARDO M. PEREZ a>a" STEVEN KUENY
Mayor oC fiik City Manager
SCOTT MONTGOMERY r 2 CHERYL J. KANE
Mayor Pro Tern 0.40 Val City Attorney
ELOISE BROWN �rt' " PATRICK RICctor of A.I.C.P.
Councilmember o o° Director el
CLINT HARPER, Ph.D. Community Development
Councilmember 9' Eo R. DENNIS DELZEIT
City Engineer
PAUL W. LAWRASON,Jr.
Councilmember JOHN V.GILLESPIE
Chief of Police
LILLIAN KELLERMAN RICHARD T. HARE
City Clerk MEMORANDUM City Treasurer
To: The Honorable City Council / ✓ i.00PPARK, CALIFORNIA
From: John F. Knipe, City Engineer/
of Co99J9
Date: July 17, 1990 ACTION: /.1L IF. 19/
Subject: PEACH HILL ROAD EXTENSION STRIPING '" ,
By %% �/�1
err
BACKGROUND INFORMATION /
At its July 11, 1990 meeting, the Council considered various alternative street
widths and striping patterns for the Peach Hill Road extension. Although the
Council selected a 40' street width, staff did not gain a clear understanding as
to whether a specific striping pattern was selected. Therefore, staff has
identified the three alternatives shown in Exhibit "A".
Alternative "C", which provides for 4.5' bike lanes, was developed based on
Caltrans requirements (see attached) that a Class II bike lane provide a minimum
width of not only 4' overall , but also 3' from the edge of gutter. Because the
standard gutter width for Peach Hill Road is 1.5' , the minimum width for a
striped bike lane would be 4.5' .
RECOMMENDED ACTION
That alternative striping pattern "B" be selected for implementation until such
time as the Carlsberg Development occurs. At that time, the three identified
alternatives can be re-evaluated and changes made if necessary.
Copy: Steve Kueny, City Manager
Patrick Richards, Director of Community Development
Patrick Dobbins, Assistant City Engineer
MSW:sf
01063/3008
IM0211.COU
799 Moorpark Avenue Moorpark, California 93021 (805) 529-6864
t
/ 40' /
/ 8' / 12' / 12' / 8' /
LJ LJ
ALTERNATIVE "A"
/ 40'
/ 15' / 10' / 15' /
t-- -- - ------ --1i
LJ LJ
ALTERNATIVE " B"
/ 40' /
/ 4.5'/ 10.5' 10' 10.5' / 4.5'
J LJ
ALTERNATIVE " C"
DEAC - HILL POAD EXTE\ SIO \ STPIPI \ C ALTEP \ATIVES
EXHI3IT " A"
HIGHWAY DESIGN MANUAL 1000-11
January, 1987
Figure 1O03.2A
Typical Bike Lane Cross Sections
(On 2-lane or Multilane Highways)
/Parking Stalls or Optional 4 Solid Stripe
*
1// fi" Solid White Strpe
I5 Min. Motor Vehicle Lanes 15 Min\\\.I
Parking Bike—i I�Bike Parking
Lane Lane
* The optional solid while stripe may be advisable where stalls are
unnecessary(because parking Is light)but mere is concern that
motorists may misiontrue the hike Ince to be a traffic lane.
(1)STRIPED PARKING
Vertical Curb � �� b
, 6Solid White Stripe b Rolled Cur
*12 I
Min. 1 Motor Vehicle Lanes *III Min.
* 13'is recommended where there is substantial parking or L.
turnover of parked cars is high (e.t commercial areas).
L•`: '1 (2) PARKING PERMITTED WITHOUT
PARKING STRIPE OR STALL
i� 61 Solid White Stripe----N.:1 Alit:13Mit
--1 4' Min F«- Motor Vehicle Lanes — 4' Min.
Bike Bike
Lane Lane
(3)PARKING PROHIBITED
—6 Solid White Stripe`
nowsmovotramer
--14 Min.I-- Mot Vehicle Lanes �4 Min.le-
Bike I Bike
Lane Lane
(4) TYPICAL ROADWAY
IN OUTLYING AREAS
PARKING RESTRICTED