HomeMy WebLinkAboutAGENDA REPORT 1996 0904 CC REG ITEM 10A //-• 119
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AGENDA REPORT
CITY OF MOORPARK
TO: The Honorable City Council
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FROM: Nelson Miller, Director of Community Developmen
DATE: August 27, 1996 (CC Meeting of September 4, 1996)
SUBJECT: Consider Recommendations Regarding Disposition of
Existing Unidos Avenue (Continued from 8-21-96)
In response to Council questions we have attached two additional
Road Standard Plates, one with and one without parkways, for
Council consideration along with the staff report from the last
agenda.
199,b
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Attachments:
Staff Report from 8-21-96 agenda ( Jam, G , -C.
Plate B-4, With Parkways (74, 14, /, Jr
Plate B-5, Without Parkways
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CURB & GUTTER—
B-4 A B-4 B B-4 C
DESIGN CRITERIA
COLLECTOR MINOR CUL—DE—SAC
RIGHT OF WAY VV|DTH. R(FT) ' 60 56 52
PAVEMENT WIDTH, W(FT) 40 36 32
CURB RETURN RADIUS(FT) 25 25 25
TRAFFIC INDEX > 200 LOTS SERVED 6.5 NA NA
TRAFFIC INDEX 141-200 LOTS SERVED 6.0 NA NA
TRAFFIC INDEX 51-140 LOTS SERVED 5.5 5.5 NA
TRAFFIC INDEX 21-50 LOTS SERVED 5.0 5.0 5.0
TRAFFIC INDEX 42D LOTS SERVED 4.5 4.5 4.5
LOTS SERVED, MAX (CUL—DE—SAC,
LOT S|ZF20.0O0 SF) 17{} 50 10
LOTS SERVED. MAX (CUL—DE—SAC,
LOT SIZE > 20.000 SF) 200 140 39
LOTS SERVED, MAX(OTHER) 550 140 39
DESIGN SPEED(MPH) 30 25 25
CURVE RADIUS, K81N(FT) 300 250 200
GRADIENT. h4/N/KJ/\X(%) 1.0/12.0 1.0/12.0 1.0/15.0
(SEE PLATE B—|b)
STOPPING SIGHT DISTANCE(FT) 200 160 160
CUL—DE—SAC LENGTH MAX
(LOTS 20,000 SF)(FT) ANY 800 200
CUL—DE—SAC LENGTH MAX
(LOTS > 20.000 SF)(FT) ANY ANY 200
LOOP LENGTH, MAX(FT) ANY . 1600 O
ADOPTED BY BOARD OF SUPERVISORS JAN 28 1986 COUNTY OF VENTURA
PUBLIC WORKS AGENCY
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RECO ` ^ - RESIDENTIAL ROADS
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000104
• PLATE B -5
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READ 6.5' W 6.5' �REQD
PSE M PSE
5' _1.5' 5' 5' 1.5' 5'
W/2 W/2
2•
/ 2% ( OTE SLOPE) (N5) 2'\
-- ----2% SLOPE % S OPE SLOPEOTE 2%
LPCC WALK I ---/
SS -PMB -AC CURB & GUTTER I.0
(NOTE 6)
B-5 A B-5 B B-5 C
DESIGN CRITERIA 1 OLLECTO" MINOR CUL-DE-SAC
RIGHT OF WAY WIDTH, R(FT) 53 49 45
PAVEMENT WIDTH, W(FT) 40 36 32
CURB RETURN RADIUS(FT) 25 25 25
TRAFFIC INDEX > 200 LOTS SERVED 6.5 N/A N/A
TRAFFIC INDEX 141-200 LOTS SERVED 6.0 N/A N/A
TRAFFIC INDEX 51-140 LOTS SERVED 5.5 5.5 N/A
TRAFFIC INDEX 21-50 LOTS SERVED 5.t 5.0 5.0
TRAFFIC INDEX < 20 LOTS SERVED 4.5 4.5
LOTS SERVED, MAX (CUL-DE-SAC, 70 50 10
LOT SIZE S 20,000 SF)
LOTS SERVED, MAX (CUL-DE-SAC, •0 140 39
LOT SIZE > 20,000 SF)
LOTS SERVED, MAX (LOOP) `. 0 100 0
LOTS SERVED, MAX (OTHER) 55k' 140 39
DESIGN SPEED (MPH) 30 25 25
CURVE RADIUS, MIN(FT) 300 250 200
GRADIENT, MIN/MAX(%) 1 0/12.1 1.0/12.0 1.0/15.0
(SEE PLATE B-I.2 AND NOTE 3)
STOPPING SIGHT DISTANCE(FT) 200 160 160
CUL-DE-SAC LENGTH MAX ANY 800 200
(LOTS <_ 20,000 SF)(FT)
CUL-DE-SAC LENGTH MAX ANY ANY 200
(LOTS > 20,000 SF)(FT)
LOOP LENGTH, MAX(FT) ANY 1600 0
ADOPTED BY BOARD OF SUPERVISORS; APR 3. 2 1994 COUNTY OF VENTURA
APPRO PUBLIC WORKS AGENCY
"P'". .. DIR.PUB.WKS. ROAD STANDARDS
EOMMEN -- ..29‘/VRESIDENTIAL ROADS OF 3AN
` '$ !�,6G.,,,y/ L-ws 5 .5i-95- WITHOUT PARKWAYS
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AGENDA REPORT
CITY OF MOORPARK
# '2- t992
TO: Honorable City Council
FROM: Nelson Miller, Director of Community Developme ( ‘410r ,
Deborah S. Traffenstedt, Senior Planner ` --
DATE: August 14, 1996 (CC Meeting of 8-21-96)
SUBJECT: CONSIDER RECOMMENDATIONS REGARDING DISPOSITION OF EXISTING
UNIDOS AVENUE
Background
At the City Council's April 17, 1996 meeting, the Council determined that
Unidos Avenue would not be constructed as a through collector between
Liberty Bell Road east to Park Lane. Staff was directed to prepare a
subsequent report recommending: 1) The appropriate street section for the
existing segment of Unidos Avenue; 2) what future segments of Unidos
Avenue (or other east-west roadway) may be required and should be further
studied; and 3) that the Council rescind its prior action on the April
26, 1985, Linscott, Law & Greenspan Traffic Study prepared for the Villa
Campesina project, which recommended that a 52-foot wide, east-west road,
with a 68-foot wide right of way, be constructed between Liberty Bell
Road and Moorpark Avenue.
The existing segment of Unidos Avenue extends from Liberty Bell Road to
approximately 100 feet east of Juarez Avenue (see Attachment 1) , and was
constructed in conjunction with the Villa Campesina subdivision. Only
one-half (south side, Tract 4147) of the planned width was constructed
by the Villa Campesina Project. In addition, Planned Development Permit
No. 1065 (Colin Velasquez) was required to dedicate one-half width of the
right of way (north side) . The right of way dedication requirement for
both projects was based on Plate B-3C (see attachment) , which requires
a 68-foot right of way and 52-foot total pavement width.
Discussion
For the existing segment of Unidos Avenue, staff is recommending that the
appropriate Plate should be B-3D (see Attachment 2) , for a Minor
Commercial Road, with a 60-foot right of way width and 40-foot pavement
width. Some minor revisions would be necessary due to existing parkway
construction. Plate B-3D is a narrower street section than B-3C, based
on the fact that the street will no longer extend past Juarez Avenue.
A knuckle terminus will need to be designed to City and Fire Protection
District standards, north of Juarez Avenue.
Engineering analysis is required to determine if additional right of way
is necessary for the knuckle, or if a non-standard knuckle can be
C:\lm\stfrpt\cc8-796.uni
000106
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Unidos Avenue
To: Honorable City Council
July 24, 1996
Page 2
designed within the existing right of way dedication of 68 feet near the
intersection with Juarez Avenue. This analysis could also review minor
modifications to the street section to accommodate the existing parkway
construction. No vacation of right of way can occur until the knuckle has
been designed and a legal description prepared for any right of way to
be vacated.
Staff is also recommending that two future east-west roadway segments be
studied further: 1) Goldman Avenue southerly (of New Los Angeles
Avenue) extension east to Liberty Bell Road, and 2) Park Lane southerly
(of New Los Angeles Avenue) extension east to Moorpark Avenue. The need
for these future east-west roads and the appropriate street section
should be determined after review of a traffic study prepared for
development projects that would require an east-west access road south
of Los Angeles Avenue.
The stub end of Unidos Avenue east of Juarez Avenue might possibly be
considered for an additional residential lot, if Unidos is not to be
extended, east of Juarez. This would need additional investigation and
would most likely involve acquisition of land currently offered for
dedication for road purposes. Relocation of the existing driveway in the
development approved under Planned Development Permit No. 1065 may also
be required to develop this area of the abandoned street.
Recommendation
It is recommended that the City Council:
1. Direct staff to investigate the possibility of constructing a
residential unit and the related costs .
2 . Existing Unidos Avenue shall be built out as a Minor Commercial Road
(Plate B-3D) , with a knuckle terminus at the east end built to City
and Fire Protection District standards;
3 . The appropriate street section for future east-west roadways between
Goldman Avenue southerly (of New Los Angeles Avenue)and Liberty Bell
Road and between Park Lane southerly extension (of New Los Angeles
Avenue) and Moorpark Avenue will be determined after review of
traffic studies prepared for development projects .
4 . Engineering staff shall study and determine modified knuckle design
and modifications to street section after a decision regarding
possible construction of a residential unit .
Attachments :
1 . Location Map 2 . Plate B-3
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ATTACHMENT 2
PLATE B - 3
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NO FLOOD'G 1 7 COATSEAL \
2% L2%SLOPEI I 2%SLOPE-I 24 IT>Th____
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-CURB & GUTTER
PCC WALK - -AC PRIME COAT- SS
-PMB
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B-3 A B-3 B B-3 C B-3 D
DESIGN CRITERIA SECONDARY MAJOR COMM OR MINOR 1
COMM OR IND IND COMM OR IND;
RIGHT OF WAY WIDTH. R(FT) 84 84(96WR) 68 60
PAVEMENT WIDTH, W(FT) 64 64 52 40
FLOODING FREE WIDTH, F(FT) 28 28 16 4
PARKWAY WIDTH, P(FT) 0 10(16 ' ` ) 8 10
SIDEWALK WIDTH, S(FT) 4 4(10 GWR) 8WR IOWR
CURB RETURN RADIUS(FT) 35 45 45 45
CURVE LENGTH. MAX/MIN(FT) 300/264 360/2640 - -
TANGENT LENGTH BETWEEN
CURVES. MIN(FT) 200 200 - -
TRAFFIC INDEX 7.5 7.5 7.5 7.0
ADT IN 20 YEARS(MAX) 20,00• 4,0.000 16.000 8.000
DESIGN SPEED(MPH) 4• 40 40 30
CURVE RADIUS, MIN(FT) 8.0 8 '0 550 300
GRADIENT. MIN/MAX(%)
(SEE PLATE B-I.1) I '/5.0 1.0/5.0 1.0/6.0 1.0/10.0
STOPPING SIGHT
DISTANCE (FT) 300 300 300 200
NOTE: FOR B-3C. PROVIDE EXTRA R/W WIDTH AT INTERSECTION
FOR SIGHT DISTANCE AS DETAILED ON PLATE D-5.
ADOPTED BY BOARD OF SUPERVISORS: FEB i 9 1991 COUNTY OF VENTURA
APP/s� '• / FEB 1 2 1991 PUBLIC WORKS AGENCY
i I17- -'- - DIR.PUB.WKS. ROAD STANDARDS '
RE 9 ENDED: gCE S 6.g SECONDARY FREE ACCESS AND
LJ Expires-12/31/92 COMMERCIAL AND INDUSTRIAL ROADS
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