HomeMy WebLinkAboutBates 12104-12106 - 12_10_2019 Item 1, OttoWilbanks, Megan
From:Garrett Otto <garrettotto@gmail.com>
Sent:Monday,
To:Advisory Bodies
Cc:Fukushima, Adam; Schwartz, Luke
Subject:ATC - Froom Ranch Draft EIR
Attachments:Pages from Draft EIR.pdf
Dear Committee Members,
Unfortunately Iam unable to attend the meeting as Ihave another concurrent meeting to attend. After
reviewing the Froom Ranch Draft EIR, Ihave the following suggestions for adjustments tothe mitigation
measures presented in the report.
Add a mitigation measure that requires dedicated coned-off bike and pedestrian lanes as part of
any traffic control plans during construction efforts that impact access to bike lanes and/or
sidewalks. Bicycles shall not beforced to merge into vehicle traffic during construction effort on
LOVR. Use of "bike lane closed" and "sidewalk closed" methods as part traffic control plan shall
only be allowed for short durations as a last resort if space cannot be accommodate in the
vehicle travel lane.
Proposed mitigation measures atS. Higuera and Prado to address Auto Queuing will significantly
reduce the LOS for bicycle access at this intersection. These mitigation measure have potential
to hard multimodal transportation options at this intersection. Inorder toadd Class IV bike
lanes on S. Higuera, a road diet isnecessary. The new configuration of S. Higuera should only
have one vehicle travel lane ineach direction with a center turn lane. When you have two left
hand turn lanes at this intersection will make it difficult to add in a Class IV bike lane along S.
Higuera. Additionally 2left turn lanes makes it much more difficult and stressful tomerge into
the left turn pocket bybike. Increasing the length ofa single left hand turn lane should beused
instead of dual left turn lanes. Iwould argue that vehicle queuing is acceptable impact
compared to compromising multimodal access atthis intersection and corridor. These
mitigation should be revised tobe consistent with theproposed Class IVbikeroute aspartof
the ATP. The mitigations should berevised such that improvements atPrado andS. Higuera
shall bedesigned asabicycle protected intersection similar and consistent totheinstersection
designed a Dalido and Madonna.
Proposed mitigation at Tank Farm and S. Higuera indicate adding asecond left hand turn laneto
address Auto queuing. For similar reasons to the intersection at Prado, this mitigation will
decrease bicycle LOS by reducing street space that could be allocated for Class IV bikways. The
mitigation should be altered to simply extend the left turn lane. In addition all bike lanes
approaching and passing through the intersections shall be extended and painted green for
higher visibility of cyclist traveling through the intersection. The right hand yield turn lane
turning northbound from Tank Farm to S. Higuera should the bike lane extended through the
intersection with protective post to provide extra level of protection for cyclist and reduce the
turn radius ofvehicles. The crosswalk should berestriped with high visibility paint and aflashing
beacon to warn traffic of pedestrians in the crosswalk since it is otherwise "uncontrolled". 1
12104
Traffic models indicate potential volume increase onS. Higuera duetothe project. Amitigation
measure should be added to pay fair share or build Class IV infrastructure along S. Higuera.
Iwish Ihad more time toreview and and provide additional comments. Ihave attached apage outof
the Draft EIR which Imarked upwith the suggests Idescribed above tohelp clarify. Mycomments arein
blue.
Thank you,
Garrett Otto
2
12105
PARKING HEREMAYPARKINGHEREMAY
BEREMOVEDBEREMOVED
IN PLACE BY OPERATIONOFINPLACEBYOPERATIONOF
MADONNA FROOM RANCHROADMADONNAFROOMRANCHROAD
WIDENING TO ACCOMMODATEDUALWIDENINGTOACCOMMODATEDUAL
LEFT-TURN, DUAL THROUGH, ANDRIGHTLEFT-TURN, DUAL THROUGH, AND RIGHT
TURN LANES ON ALLAPPROACHESTURNLANESONALLAPPROACHESPRADO
R O
A D
PR A D O
R O
A D
SOUTHHIGUERASTREETSOUTHHIGUERA
STREETPRA
DO
R
O
A
D
SOUTH HIGUERA STREETINTERSECTIONINTERSECTION 1616 INTERSECTION
16 IN PLACE BY
OPERATION OF MADONNA FROOM
RANCH ROAD WIDENING TO ACCOMMODATE DUAL
LEFT-TURN, DUAL THROUGH, AND
RIGHT TURN LANES
ONALLAPPROACHESPARKING
HERE MAYBEREMOVEDEXTENDNORTHBOUNDEXTEND
NORTHBOUND RIGHTTURNLANERIGHTTURN
LANE TO 230 FEETTO 230 FEETCR E
E K SI D
E D R I VECR E
E KSI D
E DRIVETANKFARM
ROADTANKFARMROADSOUTHHIGUERASTREETSOUTHHIGUERASTREETTANK
FARMROADCREEK
S
I
D
E DRIV
E SOUTHHIGUERASTREETINTERSECTIONINTERSECTION1515
INTERSECTION15EXTEND
THE WESTBOUNDEXTEND THE
WESTBOUND BIKE LANE
TOBIKE LANE
TOTHEINTERSECTIONTHE
INTERSECTIONEXTENDTHE
WESTBOUND BIKELANETOTHE
INTERSECTION ADD SECONDADDSECONDSOUTHBOUNDLEFTSOUTHBOUNDLEFT
TURN LANE
ANDTURN LANE
AND EXTEND TO
300 FEETEXTEND TO 300
FEET ADD
SECOND SOUTHBOUND LEFT
TURN LANE AND
EXTEND TO300FEETEXTEND
NORTHBOUND RIGHTTURNLANETO
230 FEET RESTRIPELEFTANDRESTRIPELEFTAND
RIGHT TURN LANESRIGHT TURNLANESANDEXTENDTHELEFTAND
EXTENDTHELEFTTURNLANE
TO
250
FEETTURN LANE TO
250 FEET SUBURBAN
ROADSUBURBAN ROADSUBURBAN ROADINTERSECTIONINTERSECTION 1414
INTERSECTION 14 RESTRIPE LEFT AND
RIGHT TURN LANES AND EXTEND THE LEFT TURN LANE TO 250 FEET Note:
Extension of Buckley Road to South Higuera
is
partofthe
overall mitigations strategyforSouthHiguera/Vachell
Lane.
RESTRICTRESTRICT
LEFT
TURNSLEFT
TURNS
INTO
AND OUT
OFINTO AND OUT OF
INTERSECTIONINTERSECTION
SOUTH HIGUERA STREETSOUTH HIGUERA
STREETVACHELL
LANEVACHELL
LANESOUTH
HIGUERA STREETVACHELL LANEINTERSECTIONINTERSECTION 1313
INTERSECTION 13 RESTRICT
LEFT
TURNS
INTO AND OUT OF
INTERSECTION
Aerial
Source:
Google 2017.050 FEET
N
Aerial
Source:
Google 2017.0 62.5 FEET N Aerial Source: Google
2017.050 FEET N Aerial Source: Google 2017.050
FEET N Note: Project is contributing to these improvements through City trans-
portation impact fees. These diagrams depict the planned long-term
fee-funded improvement that
is assumed to be in place with or
without the project by Cumulative Year 2035. Highlighted
lanes indicate project-related mitigations.Partial List of Applicant
Funded City Improvements to Transportation Network – Intersections 13, 14, 15, and 16 depicted improvements are
not
representative of final12106