HomeMy WebLinkAbout6.4 IKEA Project Attch 6 (2)
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section 2
BRVXRO!1llE1r.rALLY DlSJ:GHJ:FlCANT IKPACTS
The city Council finds that all other impacts of the proposed
Project are not environmentally significant as documented in the
FEIR and supported by evidence elsewhere in the record. No
mitigation is required for these insignificant impacts.
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section 3
FDlDXNGS CONCERNING ALTERNATXVES
The city Council is adopting Alternative 2 (with minor changes)
described in the Final EIR in place of the originally proposed
Project. The city hereby finds the remaining three alternatives
identified and described in the Final Ellt were considered and are
found to be infeasible for the specific E!conomic, social, or
other considerations set forth below purs;uant to CEQA Section
21081, subdivision (c). The City also dE!clines to adopt the
proj ect as original.ly proposed for the rE!aSOnS set forth below.
THE ORIGINALLY PROPOSBD PROJECT.
Section 2:1.08:1., subdivision (c) does not require the City council
to make findings as to why the originally proposed Project was
not adopted. Such findings need only be made as to project
alternatives which would mitigate siqnifj.cant environmental
effects. Alternati.ve 2 has no significant environmental effects
which could be avoided by adopting the originally proposed
project in its stead. Rather, the city council finds that
Alternative 2 will pose no significant environmental effects that
woul.d not be posed at.l.east to the same oxtent (and. often to a
greater ext~nt) by the Project as originnlly proposed.
Public ,Resources Code section 21085 prohibits public
agencies from reducing the proposed numbE!r of housing units as a
project alternative pursuant to CEQA for a particular significant
affect on the environment if it determinE!s that there is another
feasible specific mitigation measure or project alternative that
woul.d provide a comparable level of miti9ation. The Project as
adopted does indeed involve a reduction of the number of housing
units than were originally proposed, both because the Project as
adopted does not provide for residential development in the
Livermore Municipal Airport Protection Zone and because the
Project as adopted only involves residen1:ial development
approximately two-t:hirds of the area oriHinally proposed for
development. Morec)ver, these reductions do result in mitigation
of some significant: environmental impactB, especially impacts on
Dool.an Canyon.
The prOhibition of residential deve:.opment within the
Livermore MunicipaJ. Airport Protection Zone is adopted in order
to comply with Public utilities Code sec1:ion 21676 and the
decision of .the Alameda County Airport Lcmd Use Commission
pursuant to that ac:tion to prohibit residential development in
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the Zone. T.his prohibition is, thus, not adopted merely as a
mitigation measure pursuant to CEQA.
The City also finds that no feasible alternatives or
mitigation measures will provide the level of mitigation of
significant environmental effects as are provided by the adoption
of Alternative 2 rather than the project as originally proposed.
Alternative 2 will leave Doolan Canyon in its current largely
undeveloped state, thereby mitigating significant impacts
involving loss of open space, and biologically sensitive habitat
in a way that could not be accomplished by any mitigation measure
or alternative were Doolan Canyon in fact developed as originally
proposed.
AL~BRNA~rvE 1: HO PROJECT. DEIR pages 4-1 to 4-8, 4-20
Findina: Infeasible. This option assumes the Project as proposed
would not be built on the site; instead any development would be
pursuant to.the existing general plan. Under that plan, a
limited amoUnt of business park/industrial development could
occur on the 600 acre County property and on the 200 acre portion
of the Project area south of the proposed Dublin Boulevard
extension.
The No Project Alternative is found to be infeasible because the
city's General Plan has designated the Eastern Dublin area f~r
planned development, subject to the preparation of a Specific
Plan. In addition, the No Project Alternative fails to provide
needed housing. The need for housing is documented in the
Housing Element of the city's General Plan, and in other plan
documents of the City and other jurisdictions in the area.
ALTERNATIVE 3: REDUCED LAND USE Dft'ENSI~IES.
DEIR pages 4-14 to 4-19
Findina: Infeasible. This option assumes development of both the
Specific Plan and the General Plan Amendment except that 285
acres of hiqher traffic generating commercial uses will be
replaced with lower traffic generating residential uses. The
Reduced Land Use Intensities alternative is found to be
infeasible for the following reasons:
(1) Airoort Safetv. This alternative will increase the number
of housing units within the Livermore Municipal Airport
Protection Zone. (p. 4-15).
(2) Unavoidable imDacts. Even with the reduced intensities of
this alternative, all the unavoidable impacts identified for
the Project would remain except traffic impacts at I-S80, 1-
680/Hacienda, at 1-580, Tassajara/Airway, at Airway
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Boulevard/Dublin Boulevard and cumulative traffic impacts on
Dublin Boulevard (Impacts 3.3/B, c, J, and M). DEIR Page 4-
15.
(3) Fiscal im~acts. This alternative may have potentially
significant fiscal impacts on the city budget's cost/revenue
balance by reducing commercial development which generally
generates less service costs and more property tax revenues
than housing. These potential impacts can be mitigated.
However, any mitigating revenues raised would have to be
shared mitigation for capital facilities, possibly reducing
the amount of revenue available for both the budget and
capital facility programs. (page 4-19, 3.12-2 to -4).
ALTERNATrvB 4: )TO DBVELOPJIEN!r. DEIR page 4-19
Findina: Infeasible. This alternative assumes no development of
the Project site beyond existing conditions, assumes no annexa-
tion and therefore no application of even the current General
Plan. The No Development alternative is found to be infeasible
because the city's General Plan has designated the Eastern Dublin
area for planned development, subject to toe preparation of a
specific Plan. In addition, the No Development Alternative fails
to provide needed housing. The need for housing is documented in
the Housing Element of the City's General Plan, and in other plan
documents of the city and other jurisdictions in the area. (page
4-19 to -20).
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section 4
S'1'AT~ OF OVBRRI:D:IlfG COlfS:IDERATI:OlfS
1. General.
Pursuant to CEQA Guidelines section 15093, the city council of
the City of Dublin makes the following statement of overriding
Considerations.
The city Council has balanced the benefits of the eastern Dublin
Project to the city of Dublin against the adverse impacts
identified in the EIR as significant and potentially significant
which have not been eliminated or mitigated to a level of
insignificance.
The city Council, acting pursuant to CEQA Guidelines Section
15093, hereby determines that the benefits of the Project
outweigh the unmitigated adverse impacts and the Project should
be approved.
The City Council has carefully considered each impact in reaching
its decision to adopt the Project and to allow urbanization of
the eastern;Dublin Project area. Although the city"council
believes that many of the unavoidable environmental.effects
identified in the EIR will be substantially lesseneclby mitiga-
tion measures incorporated into the General Plan Amendment,
Specific Plan, and future development plans as well as future
mitigation measures implemented with future approvals, it
recognizes that the implementation of the Project carries with it
unavoidable adverse environmental effects.
The City Council specifically finds that to the extent that the
identified adverse or potentially adverse impacts have not been
mitigated to acceptable levels, there are specific economic,
social, environmental, land use, and other considerations which
support approval of the Project. The city Council further finds
that anyone of the overriding considerations identified herein-
after in subsection 3 is sufficient basis to approve the Project
as mitigated.
2. Unavoidable Sianificant Adverse I:mDacts
The following unavoidable significant environmental impacts are
associated with the proposed Project as identified in the Final
Environmental Impact Report for the Project, which consists of a
Draft Environmental Impact Report, Parts I and II (Appendix),
dated August 28, 1992; Comments and Response to comments, dated
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December 7 and December 21, 1992; letter ,~f December 15, 1992
from DKS Associates to Laurence Tong; and the Addendum to draft
EIR dated May 4, 1993. These impacts can:1.ot be fully mitigated
by changes or alterations to the Project.
Land Use ImDact 3.1/F. cumulative Loss l)f Aqricultural and ODen
S'Oace Lands. Even with mitigation, the p:::-oject would still
result in the loss of a large area of opel' space. This loss is
cumulatively significant, given the loss c)f numerous other' areas
of open space in the area. No feasible mitigation measures are
available to reduce this impact to a level of insignificance.
The only Project alternatives which could reduce this impact to a
level of insignificance are the No Projeci: Alternative and the No
Development Alternative, both of which have been found to be
infeasible (see section 3 above). RC #34--9.
Traffic and Circulation Im'Oact 3.3/B: I-5BO Freeway. I-680-
Hacienda. Even with mitigation, the Level of Service on I-580
between I-680 and Dougherty Road could exc::eed Level of Service E,
the minimum acceptable level of service. No feasible mitigation
measures are available to reduce this impact to a level of
insignificance, sinc::e the freeway has alrl~ady been widened to its
maximum practical capacity. Project alteJ:-natives which could
reduce this impact to a level of insignificance are the No
Project Alternative and the No Developmen1; Alternative. These
alternatives have been found to be infeas:Lble (see;Section 3
above). (DEIR pages 3.3-21,5.0-16).
Traffic and-'Circulation Imnact 3.3/E: Cumulative Freeway Impacts.
Even with mitigation, portions of I-580 w:Lll operate at Level of
Service F'ui1der the cumulative Buildout with Project scenario. No
feasible mitigation measures are availablH to reduce this impact
to a level of insignificance. The only Project alternative which
could reduce this impact to a level of imiiqnif icance is the No
Development Alternative. This alternativH has been found to be
infeasible (see Section 3 above). (DEIR pilges 3.3-22, 5.0-16)
Traffic and Circulation ImDact 3.3/I: San1:a Rita Road and I-580
Eastbound RamDS. Year 2010 development w:Lth the Project will
cause Level.of Service F operations at thjLs intersection. No
feasible mitigation measures are availablH to reduce this impact
to a level of insignificance. project a11:ernatives which could
reduce this ,impact to a level of insignificance are the No
Project Alternative and the No Developmen1: Alternative. These
alternatives have been found to be infeasible (see section 3
above) . (DEIR pages 3.3-26, 5.0-16)
Traffic and:circulation ImDact 3.3/M: CUIlulative ImDacts on
Dublin Boulevard. Cumulative Buildout wi1:h the Project will
cause Level ;;of Service F operations at thE~ Hacienda Drive
intersection and Level of Service E opera1:ions at the Tassajara
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Road intersection. No feasible mitigation measures are available
to reduce this impact to a level of insignificance. Project
alternatives which could reduce this impact to a level of
insignificance are the Reduced Land Use Intensities Alternative
and the No Development Alternative. These alternatives have been
found to be. infeasible (see Section 3 above). (DEIR pages 3.3-
27, 5.0-16)~
Communitv S~ices and Facilities ImDact 3.4/Q: Demand for
Utili tv Extensions. The extension of gas, electric and telephone
service lines onto the Project site is necessary for development
and will require new distribution systems or substantial exten-
sions of existing systems onto undeveloped lands currently in
agricultural and open space uses. No feasible mitigation
measures are available to reduce this growth inducing impact to a
level of insignificance. Project alternatives which could reduce
this impact to a level of insignificance are the No Project
Alternative and the No Development Alternative. These
alternatives have been found to be infeasible (see Section 3
above). (DEIR pages 3.4-24,5.0-16).
community Services and Facilities ImDact 3.4/S: Cons~tion of
Non-Renewable Natural Resources. Natural Gas and electrical
service would increase consumption of non-renewable natural
resources. 'Requiring energy conservation plans provides partial
mitigation. . However, because energy use will still. increase, the
impact cannot be reduced to a level of insignificance. Project
alternatives which could reduce this impact to a level of
insignificance are the No Project Alternative and the No
Development. Al ternati ve. These al ternati ves have been found to
be infeasible (see Section 3 above). DEIR page 3.4-25.
Sewer. Water. and storm Drainaae Impact 3.5/F.H.U: Increases in
Enerav Usaae Throuah Increased Water Treatment and Disposal and
Thorough qperation of the Water Distribution System. Increased
Wastewater Flows to and from the Project will require increased
energy. Using energy efficient water distribution treatment, and
disposal systems provides partial mitigation. However, because
energy use will still increase, the impact cannot be reduced to a
level of insignificance. Project alternatives which could reduce
this impact:to a level of insignificance are the No Project
Al ternati ve J;and the No Development Al ternati ve. . Thes.e uterna-
tives have been found to be infeasible (see Section 3 above).
DEIR pages 3.5-8 to -10.
Sewer. Water and Storm Drainaae Impact 3.5/T: Inducement of
Substantial ;;Growth and Concentration of population. The proposed
water distribution system will induce significant growth in the
Project area. No feasible mitigations are available to reduce
this impact to a level of insignificance. The only Project
alternatives which could reduce this impact to a level of
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insignific~ce are the No Project alternative and the No
Developmentialternative. These alternatives have been found to
be infeasible (see section 3 above). (DEIR, pages 3.5-20, 5.0-
15) . ..
Soils. GeolOav. and seismicity Impact 3.6/B: Earthauake Ground
Shakina. primarv Effects. Development of the RPA will expose
more residents to the risk of potentially large earthquakes on
active fault zones in the region, which could result in damage to
structures and infrastructure and, in extreme cases, loss of
life. Using modern seismic design for resistance to lateral
force in construction of development projects, and buildinq in
accordance with the Uniform Buildinq Code and applicable local
code requirements will partially mitigate this impact. However,
the impact cannot be reduced to a level of insignificance. The
only Project alternative which could reduce this impact to a
level of insignificance is the No Development alternative. This
alternative has been found to be infeasible (see Section 3
above). (DEIR page 3.6-7.)
Bioloaical Resources ImDact 3.7/C: Loss or Dearadation of
BotanicallvSensitive Habitat. Development of the RPA will
result in a significant loss and degradation of biologically
sensitive habitat. As described in section 1, mitigation
measures will partially reduce this impact. However, because
biologically sensitive habitat will still be lost,..:the impact
cannot be reduced to a level of insignificance. The only Project
alternative which could reduce this impact to a level of
insignificance is the No Development alternative. This
alternative has been found to be infeasible (see Section 3
above). (DEIR pages 3.7-10,5.0-11.).
Visual Im'Oacts 3.8/B: Alteration of Rural/ODen Space Visual
Character and 3.8/F: Alteration of Visual Character of Flatlands.
project development will permanently alter the existing rural,
agricultural character of the Project area. Although the highest
ridgelines will be preserved as open space, the visual character
of the rounded lower foothills along I-SSO will be altered by
constructi9ri of homes and roads. No feasible mitigations are
available tQ reduce these visual impacts to a level of insignifi-
cance. The;only Project alternative which could reduce these
impacts to a level of insignificance is the No Development
alternative~; This alternative has been found to be infeasible
(see section 3 above). (pages 3.8-5, -7, 5.0-17).
Noise ImDact 3.10/B: ExPosure of Existina Residences to Future
Roadwav Noise. Incr.reased traffic on area roadways will
significantly increase noise levels, thus adversely affecting
existing residences and population. Mitigation can be achieved
to buffer residents from levels that exceed acceptable standards,
by providing berms or walls adjacent to outdoor use spaces of
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existing residences. However, the magnitude of change in the
noise environment, from quiet rural roads with little traffic to
busy suburban thoroughfares, cannot be avoided. project
alternative~ which could reduce this impact to a level of
insignificance are the No Project Alternative and the No
Development Alternative. These alternatives have been found to
be infeasible (see Section 3 above). (DEIR pages 3.10-3 to 4,
5.0-1.6).
Noise ImDact 3.10/D: ExDosure of ProDosed Residential Develo'Oment
to Noise from Future Militarv Trainina Activities at Camp Parks
and from the Countv Jail. Residential development in the
specific Plan area would be within 6000 feet of Camp Parks and
the county Jail and could be exposed to noise from gunshots and
helicopter overflight. Mitigations calling for noise studies may
not be feasible at all locations; therefore this impact might not
be reduced to a level of insignificance. Project a~ternatives
which could reduce this impact to a level of insignificance are
the No Project Alternative and the No Development Alternative.
These alternatives have been found to be infeasible (see Section
3 above). (page 3.10-4, 5.0-16).
Air Oual i tv;, Im'Oacts 3. 11/ A. B . C . E. Proj ect development will have
a potentially significant cumulative impact on air quality as a
result of dust deposition, construction equipment emissions,
mobile source emissions of ROf and Nax, and stationary source
emissions. While some measures have been adopted to partially
mitigate these impacts, the impacts remain potentia1ly signifi-
cant, especially given the regiQn's existing non-compliance with
air quality standards. The only Project alternatiVe which could
reduce these impacts to a level of insignificance is the No
Development alternative. This alternative has been found to be
infeasible (see Section 3 above). (DEIR pages 3.11-3 through -
6, 5.0-13 tllrough -1.6.)
3. overridina considerations
The City COVncil has considered the public record of proceedings
on the propqsed Project and does determine that approval and
implementation of the Project would result in the following
substantial:.public benef its.
Economic Considerations. Substantial evidence is included in the
record demonstrating the economic benefits which the city would
derive from implementation of the Project. Specifically, the
Project will result in:
a. The creation of about 28,200 new jobs in the Specific Plan
area alone, and a substantial number of construction jobs.
b. Increases in sales revenues for the city.
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c. Substantial increases in property taK revenues.
Social considerations. Substantial evide::1ce exists in the record
demonstrating the social benefits which ~:1e City would derive
from the implementation of the Project. Specifically, the
Project will result in:
a. Increases in housing opportunities in the City and in a
region where housing is costly and ill short supply.
b. Increases in the amount of affordablc~ housing in the
community.
c. An arrangement for the City to contribute its fair share of
regional housing opportunities. .
d. Provision of upper-end executive houning in the City.
other Considerationlio Substantial evidenc:e exists in the record
demonstrating other public benefits which the City would derive
from implementation of the Project. They include:
a. Comprehensive planning incorporating innovative and
extensive environmental premitigation measures not usually
found in proj ec::ts of this type.
b. Designating substantial areas of land for Open,Space and low
intensity Rural Residential uses. Tilis includes a potential
regional trail system link through tile open space of the
Project site. This open space will c:onserve .the ecological
values:of the site and surrounding areas and provide
recreational and open space amenity Clpportunities for
residents of the Project, the city, c"nd the region. 3.4-
15, 3.7-15.
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MITIGATION MONITORING PLAN:
EASTERN DUBUN
SPECIFIC PLAN/GENERAL PLAN AMENDMENT
prepared by
WALLACE ROBERTS & TODD
May 7, 1993
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City of Dublin
May 7. 1993
Ea. . Dublin Specific Plan &: GPA Em
Mitigation Monitoring Piau
MITIGATION MONITORING PI,AN
EASTERN DUBLJN SPECIFIC PLAN/GENERAL PLAN AMENDMENT
The State of California now requires public agencies to adopt a :nitigation monitoring program for
changes to the project or conditions of approval which have been identified and adopted as methods
to reduce environmental impacts. Thus with the certification of tI:.e Eastern Dublin EIR and adoption
of the Specific Plan and General Plan Amendment. the City of Dublin is required to establish a
mitigation monitoring program for all approved mitigation measures.
In order to ensure that all adopted mitigation measures are implemented in a timely fashion. the
Mitigation Monitoring Program provides the following information for each measure:
. Whv has the mitigation measure been recommended?
. Who is responsible for implementing the mitigation?
. What is the mitigation measure being monitored Hnd how?
. When should mitigation monitoring be undertakeo.? What schedule is required?
. Comoletion: when should the mitigation measure be in place and monitoring be
completed?
. Verification: what agency is required to ensuTE: that the mitigation measure was
implemented?
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City or Dublin
May 1,1993
Eal. J)ublin Specific Plan ok GP A EIR
Mitigation Monitoring Plan
SECTION 3:1 LAND USE
1. ImDacts Reouirine Mitieation
This section identifies the following impacts requiring mitigation:
1M 3.1/0 Potential Conflicts with Land Uses to the West
2. Miti1!ation ImDlementation and Monitorinl! Prol!1'am
Impact 3.1jG Potential Conflicts with Land Uses to the West
Mitif!ation Measure 3.1/1.0: Coordination of Planninf! Activities with U.S. Armv
When:
To resolve potential land use conflicts between activities at Camp Parks and
proposed uses in the Project area
Planning Department/U.S. Army; Directorate of Engineering and Housing.
Establish a liaison committee between the City and the Army. Establish a
schedule for periodic meetings to discuss and provide updates on planning
and development efforts within the Project site and in Camp Parks. The
City of Dublin Planning Department will send to the base commander a
copy of new applications for development adjacent to Camp Parks for
review and comment. Projects will be considered by liaison committee at
request of Camp Parks.
Periodically. pursuant to agreed-upon calendar. and as required for review
of specific project proposals.
On-going. Specific project review will be considered complete when City
has received written comments from Camp Parks.
City of Dublin Planning Director.
Why:
Who:
What:
Completion:
Verific:ation:
SECTION 3.2: POPULATION. HOUSING AND EMPLOYMENT
This section provides baseline data related to population. housing and employment and does not
identify environmental impacts or related mitigation measures. No mitigation monitoring program
is required.
SECTION 3.3: TRAFFIC AND CIRCULATION
1. Imnaets Reauirine Mitieation
This section identifies the following impacts requiring mitigation:
1M 3.1jG Potential Conflicts with Land Uses to the West
1M 3.3jB 1-580 Freeway; between 1-680 and Hacienda
1M 3.3jC 1-580 Freeway; between Tassajara-Fallon-Airway
1M 3.3/D 1-680 Freeway; North of the 1-580 Interchange
1M 3.3/E Cumulative Freeway Impacts (1-580 west of 1-680; 1-580 east of Airway)
1M 3.3/F Dougherty Road and Dublin Boulevard
1M 3.3/G Hacienda Drive and 1-580 Eastbound Ramps
1M 3.3/H Tassajara Road and 1-580 Westbound Ramps
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City of Dublin
May '1, 1998
Ea:.
Dubiin Specific PIau 4& GP A Em
Mitigation MonitoriDg Piau
1M 3.3/1 Santa Rita Road & 1-580 Eastbound Ramps
1M 3.3/J Airway Boulevard and Dublin Boulevard
1M 3.3/K Airway Boulevard & 1-580 Westbound Ramps
1M 3.3/L Impediments to Truck Traffic on EI Charro Road
1M 33/M Cumulative Impacts on Dublin Boulevard (Dublin/Hacienda; Dublin/Tassajara)
1M 3.3/N Cumulative Impacts on Tassajara Road (Tassajara/Fallon; Tassajara/Fallon;
Tassajara/Transit Spine)
1M 3.3/0 Transit Service Extensions
1M 3.3/P Street Crossings
2. Miti2ation ImDlementatioD aDd Monitorin2 Pr02ram
Daily Traffic Volumes (Year 2010 With Project)
Impact 3.3/B 1-580 Freeway; between 1-680 and Hacienda
Mitigation Measure 33/2.0: TransDortation Svstems Manaf!ement rrSMJ
Why:
Who:
What:
To reduce project-generated vehicle trips
All non-residential projects with 50i; employees.
Require compliance with BAAQMD Regulation 13 Transportation Control
Measures Rule 1 to satisfaction of BAAQMD or City of Dublin (Public
Works Department)
Prior to occupancy
Upon issuance of Planning Departmen: sign-off on compliance
City of Dublin Planning Director
When:
Completion:
Verification:
Mitigation Measure 33/2.1: Ref!ional TransDortation MitiPation Prof!rams
Why:
Who:
What:
To assist in the funding of improvements to regional transportation system
All approved projects
Proportionate monetary contribution to regional transportation mitigation
programs as approved by the City of Dublin.
As a condition of project approval. When applying for a permit. the
applicant developer will be notified of this fee assessment.
Payments shall be made prior to issuan::e of building permits
City of Dublin Department of Public Works
When:
Completion:
Verification:
Impact 3.3/C 1-580 Freeway; between Tassajara~Fallon-Airway
Mitigation Measure 3.3/3.0: Construction of Auxiliarv :...anes
When:
To assist in the funding of the construction of auxiliary lanes on 1-580
between Tassajara and Airway boulevards
Caltrans/City of Dublin Public Works Department.
Payment of a regionally-assessed fee for all new development within the
Project area as approved by the City of Dublin.
As a condition of project approval. When applying for a permit. the
applil::ant developer will be notified of this fee .assessment.
Why:
Who:
What:
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City of Dublin
May '1, 1993
Ea.
Dublin S~ific Plall ~ GPA EIR
MiiisatioD Monitorina' Plan
Completion:
Verific:ation:
Payments shall be made prior to issuance of building permits
City of Dublin Department of Public Works
Impact 3.3/D 1-680 Freeway; North of the 1-580 Interchange
Miti1!ation Measure 3.3/4.0: 1-580/1-680 Interchan1!e 1mDrovements
Completion:
Verific:ation:
To establish funding for construction of future 1-580/1-680 Interchange
improvements.
Caltrans/City of Dublin Public Works Department.
Payment of a regionally-assessed fee for all new development within the
Project area as approved by the City of Dublin.
As a condition of project approval, the applicant developer will be notified
of this fee assessment.
Payments shall be-made prior to issuance of building permits
City of Dublin Department of Public Works
Why:
Who:
What:
When:
Daily Traffic: Volumes (Cumulative Buildout with Project)
Impact 3.3/E Cumulative Freeway Impacts
Miti1!ation Measure 3.3/5.0: TranSDortation Svstems Mana1!ement rTSM)
Verificatiou:
To establish funding for construction of auxiliary lanes on 1-580 east of
Airway Boulevard
All approved development projects in the Project area/City of Dublin.
]) Proportionate monetary contribution to regional tranSportation mitigation
programs as approved by the City of Dublin.
2) City coordination with other local jurisdictions to require that all future
development projects participate in regional transportation mitigation
programs.
]) The contribution to regional improvements will be implemented as a
condition. of project approval. Applicants will be notified of this fee
assessment.
1) Payments shall be made prior to issuance of building permits.
2) Coordination will be ongoing.
]) Fee payments will be verified by the City of Dublin Planning
Department.
2) Coordination will be the responsibility of the Department of Public Works
Why:
Wbo:
Wbat:
When:
Completion:
Peak Hour Intersection Operation (Year 2010 with Project)
Impact 3.3/F Dougherty Road and Dublin Boulevard
Miti1!ation Measure 3.3/6.0: Construction of Additional Lanes
Who:
To ensure the funding and construction of improvements to the Dougherty
Road(Dublin Blvd. intersection as needed
City of Dublin Department of Public Works/All approved projects.
Why:
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City of Dublin
May '1, 1993
Ea.. . Dublin Specific Plan k CPA ElR
Mitigation Monitoring Plan
What:
I) Payment of fees towards the com.truction of additional lanes at the
intersection of Dougherty Road and Dublin Boulevard.
2) Monitoring of the need for intersection improvements and coordination
of their construction.
I) Fees wiII be collected as a condition olf project approval. Applicants wiII
be notified of fees.
2) Monitoring will be ongoing annually.
3) Construction will occur prior to intE~rsection declining to LOS F.
I) Payment of fees shall be made prior to issuance of building permits.
2) Mc)nitonng of intersection level of ~;ervice will be ongoing.
3) Construction will be complete with implementation of specific
imprc)vements or equivalent as identifjed in mitigation measure.
1) City of Dublin Planning Department will verify payment of fees.
2) Department of Public Works w:l1 be responsible for monitoring
calculating fees and construction.
When:
Completion:
Verification:
Impact 3.3/G Hacienda Drive and 1-580 Eastbound Ramps
Miti!!ation Measure 3.3/7.0: Wideni"!! of Eastbound Ofr-RamD
Why:
To provide improvements that will prevent congestion on the eastbound off-
ramps from 1-580 at Hacienda Drive.
Caltrans/City of Pleasanton/City of Dublin Public W orksjProject Applicants
1) Payment of fee towards widening.
2) Coordination of improvement with Caltrans and the City of Pleasanton.
I) Fees will be assessed as a condition "f project approval.
2) Coordination will occur as needed prior to implementation of mitigation..
3) Construction will be underway pri,)r to decline of level of service to
unacceptable. LOS E.
4) Monitoring and coordination will begin with development review
processing.
1) Payment of fees shall be made prior to issuance of building permits.
2) Mitigation will be complete with implementation of widening described
in mi tigation measure.
1) City of Dublin Planning Department will verify payment of fees.
2) Department of Public Works will be responsible for calculating fees and
coordination with other agencies.
Who:
What:
When:
Completion:
Verification:
Impact 3.3/H Tassajara Road and 1-580 Westbound Ramps
Miti!!ation Measure 3.3/8.0: Widenin!! of /-580 WestbOtt'td RamDs
Why:
To fund and implement improvement. necessary to ensure the efficient
operation of the intersection of Tassajara Road with the 1-580 westbound
ramps.
Caltrans/Pleasanton and Dublin Departments of Public Works/Developers
1) Payment of fee to fund design a::ld construction of improvements,
including widening of the 1-580 westbound off-ramp and modification of
northbound approach to provide additional tum and through lanes.
2) Monitoring of service levels and coordination of construction.
Who:
What:
6
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EllS". ]ublin Speci1ic: Plan & GPA EIR
Mitigation Monitoring Plan
City of Dublin
May 7. l.993
Verification:
1) Fees will be assessed as a condition of project approval.
2) Monitoring and coordination will be begin with development review
processing.
3) Construction will be underway prior to decline of level of service to
unacceptable level (LOS E).
1) Payment of fees shall be made prior to issuance of building permits.
2) Mitigation will be complete with implementation of widening described
in mitigation measure.
1) City of Dublin Planning Department will verify payment of fees.
2) Department of Public Works will be responsible for coordinating
construction.
When:
Completion:
Impact 3.3/1 Santa Rita Road & 1-580 Eastbound Ramps
Miti1!ation Measure 3.3/9.0: lmrJrovements to 1-580 Eastbound RamrJs
Completion:
To fund and implement improvements necessary to ensure adequate service
levels on Santa Rita Road and 1-580 eastbound ramps.
Caltrans/Pleasanton and Dublin Departments of Public Works/Developers
1) Payment of fee to fund design and construction of improvements;
including widening of 1-580 eastbound off-ramps.
2) Monitoring of service levels and coordination of construction.
1) Fees will be assessed asa condition of project approval.
2) Monitoring and coordination will be begin with development review
processing.
3) Widening of eastbound ramps will occur prior to decline of level of
service to unacceptable level (LOS E).
I) Payment of fees shall be made prior to issuance of building permits.
2) Mitigation will be complete with implementation of widening described
in mitigation measure.
I) City of Dublin Planning Department will verify payment of fees.
2) City of Dublin Department of Public Works will be responsible for
coordinating improvements with the City of Pleasanton Department of
Public Works and Caltrans.
Why:
Who:
What:
When:
Verification:
Impact 3.3{K Airway Bouleyard & 1-580 Westbound Ramps
Mitifation Measure 3.3/11.0: Wideninrl" of Airwav Boulevard Overcrossinf!
When:
To fund and implement improvements necessary to ensure adequate service
levels at the intersection of Airway Boulevard and the westbound ramps.
City of Dublin/CaltransjCity of Livermore/Developers
I) Payment of fee to fund design and construction of improvements;
including the widening or replacement of the Airway Blvd. overcrossing and
the widening of the 1-580 westbound off-ramp.
2) Monitoring of service levels and coordination of construction.
I) Fees will be assessed as a condition of project approval.
2) Monitoring and coordination will be begin with development review
process.
3) Improvements to ramps and overcrossing will occur prior to decline of
Why:
Who:
What:
7
City ot Dublin
May 1, 1993
Completion:
Verification:
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Eaa.Dublin Specific Plan & GPA Em.
Mitigation MonUoring Plan
level of service to unacceptable level (LOS E).
I) Payment of fees shall be made prior to issuance of building permits.
2) Mitigation will be complete with implementation of improvements
described in mitigation measure.
I} City of Dublin Planning Department will verify payment of fees.
2) City of Dublin Department of Public Works will be responsible for
coordinating improvements with the City of Livermore Department of
Public Works and Caltrans.
Impact 3.3/L Impediments to Truck Traffic on EI Charro Road.
Miti1!ation Measure 33/12.0: Provisions to Ensure UnimDeded Truck Traffic
Why:
Who:
What:
When:
Completion:
Verification:
To fund and implement improvements necessary to ensure unimpeded
movement of trucks to and from the Quarries on El Charro Road south of
1-580.
City of Dublin/Caltrans/City of Pleasanton/Developers/City of Livermore
I) Payment of fees to fund design and construction of necessary
improvements.
2) Monitoring of service levels and o)ordination of improvements with
Caltrans and the City of Pleasanton De:::>artment of Public Works.
1) Fees will be assessed as a condition of project approval.
2) Monitoring and coordination will begin with development review
processing.
3) Improvements will occur prior t:) decline of level of service to
unac(:eptable level (LOS E).
1) Payment of fees shall be made prior to issuance of building permits.
2) Mitigation will be complete with implementation of improvements.
1) City of Dublin Planning Departmenl will verify payment of fees,
2) City of Dublin Department of Puhlic Works will be responsible for
coordinating improvements with the City of Pleasanton Department of
Public Works and Caltrans and City of Livermore.
Impact 3.3/M Cumulative Impacts on Dublin Boulevard
Miti1!ation Measures 33/13.0: Maintain Adeauate Levels of Service at lntersections.
Why:
Who:
What:
When:
To identify. fund and implement improvements that will maintain adequate
service levels at the intersections Dublin Blvd with Hacienda Drive and
Tassajara Road with buildout of cumulative projects.
City of Dublin
1) The City of Dublin will participate in the regularly-scheduled meetings
of the Congestion Management Agency and Tri- Valley Transportation
Council to determine long-term mitigation measures for cumulative impacts
on Dublin Boulevard.
2) Payment of fees to fund design and construction of necessary
improvements.
3) Monitorin'g of service levels and cl)ordination of improvements with
Caltrans and the City of Pleasanton Department of Public Works.
1) Participation in the Tri- Valley Transportation Council is current and on-
8
City of Dublin
May 7, 1993
Completion:
Verification:
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EllS Dublin Specific: Plan & GP A Em
Mitigation Monitoring Plan
going.
2) Fees will be assessed as a condition of project approval.
3) Monitoring and coordination will be begin with development review
process and continue through to identification and construction of necessary
improvements.
4) Construction will be underway prior to decline of level of service to
unacceptable level (LOS E).
I) Participation in the Tn-Valley Transportation Council is on-going.
2) Payment of fees shall be made prior to issuance of building permits.
3) Mitigation will be complete with implementation of improvements.
I) City of Dublin Planning Department will verify payment of fees.
2) City of Dublin Department of Public Works will be responsible for
coordinating Project area improvements resulting from regional growth.
Impact 3.3/N Cumulative Impacts on Tassajara Road
Wby:
Mitistation Measure 3.3/14.0: Wideninst of Tassa ;ara Road to Six Lanes
Wbo:
Wbat:
When:
Completion:
Verification:
To reserve sufficient right-oC-way along Tassajara Road to accommodate
cumulative development of projects north of the Project area.
City of Dublin Planning Department/City of Dublin Department Public
Works.
Reservation of sufficient right-of-way to accommodate six travel lanes on
Tassajara Road.
Reservation oC right-of-way to be adopted prior to approval oC tentative
map.
Dedication of right-of-way required priQr to' filing of Fmal maps for
development projects adjacent to the Tassajara Road corridor.
City of Dublin Planning Department.
Impact 3.3/0 Transit Service Extensions
Why:
Mitistation Measure 3.3/15.0: Provision of Transit Senice to Meet LAVTA standards
Who:
What:
WheD:
Completion:
Verification:
To extend transit service within 1/4 mile of 95% of the Project area
population.
City of Dublin Planning DepartmentjDepartment of Public Works/LA VT A
1) Meetings between the City of Dublin and LA VTA to coordinate
extension of bus service to the Project area.
2) Notification to LA VT A of development approvals involving potential for
100 or more employees or residents.
I) Initial meeting to review the plan and ultimate service needs should be
held within one year of plan adoption to allow LA VT A to plan for future
expansion. Thereafter, meetings should be held periodically at the request
of either the City or LA VT A.
On-going.
City of Dublin Planning Department.
9
City of Dublin
May 7, 1998
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Ea8
Dublin Specific Pla.D & GPA ElR
Mitigation MoDitoring Plan
Mitif!ation Measure 3.3//5.1: Bus Service to EmDlovmenl Centers with 100+ EmDlovees
Why:
Who:
What:
When:
Completion:
Verific:ation:
To provide transit service at a minimum frequency of one bus every 30
minutes during peak hours, to employment centers with 100 or more
employees.
City of Dublin Planning DepartmentjDepartment of Public WorksjLA VT A
1) Meetings between the City of Dublin and LA VT A to coordinate
extension of bus service to employment c:enters.
2) Notification to LA VT A of development approvals involving potential for
100 or more employees.
1) Meetings should be held periodically ~.t the request of either the City or
LAVTA.
On-going.
City of Dublin Planning Department.
Mitif!ation Measure 3.3/15.2: Monetary Contribution to St!DDort Transit Service Extensions
Why:
Who:
What:
When:
Completion:
Verification:
To provide funding in support of expansion of transit service to the Project
area.
City of Dublin Planning Department/Department of Public
Works/LA VT AfDevelopers
Payment of fees or construction of c:apital improvements to support
extension of transit service.
Fees/improvements will be identified as a condition of project approval.
Prior to approval of Final Map.
City of Dublin Planning Department.
Mitif!ation Measure 3.3/15.3: Feeder Transit Service to the East DublinlPleasanton BART
station
Why:
Who:
What:
When:
Completion:
Verific:ation:
To coordinate provision of feeder bus selvice to the planned BART stations
from the Project area.
City of Dublin Planning DepaItment/Department of Public
Works/LA VTA/BART
Meetings with BART and LA VT A to c,)ordinate feeder transit service to
BART.
Initial meeting to review the plan and ultimate service needs should be held
within one year of plan adoption to allow BART and LA VTA to plan for
future expansion. Thereafter. meetings should be held periodically at the
request of the City, BART. or LA VTA.
On-going.
City of Dublin Planning Department.
lmpad 3.3jP Street Crossings
Mitiflation Measure 3.3/16.0: Provision of a Class [ bicvdelrJedeslrian oath
Why:
Who:
To provide a paved bicycle/pedestrian path along Tassajara Creek.
Developers in consultation with the City of Dublin Planning Department.
10
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City ot Dublin
May 1, 1993
Ea&Dublin Specific Plan &I; GPA EIR
Mitigation Monitoring Plan
What
Department of Public Works, and East Bay Regional Park District.
Design and construction of a Class I bicycle/pedestrian path along Tassajara
Creek. .
As a condition of approval for development projects adjacent to the
Tassajara Creek corridor.
Construction to occur prior to occupation of first phase of homes
responsible for providing the path.
City of Dublin Department of Public Works.
When:
Completion:
VerificatioD:
Mititration Measure 3.3/16.1: Sitrnaliud Bicvcle/Pedestrian Intersections
Why:
Who:
What:
When:
Completion:
Venfieation:
To provide for safe pedestrian/bicycle crossings of major arterial streets.
Developers!Department of Public Works
Locate pedestrian and bicycle crossings at signali7.ed intersections.
As a condition of project approval.
Final approval of detailed improvement plans.
Department of Public Works.
SECTION 3.4: COMMUNITY SERVICES AND FACILITIES
Prior to aDbroval of DrezoDiD2.1. Imbacts Reauirin2 Miti2ation
This section identifies the following impacts requiring mitigation:
1M 3.4/ A Demand for Increased Police Services.
1M: 3.4/B Police Services Accessibility
1M 3.4{C Demand for Increased Fire Services
1M 3.4/D Fire Response to Outlying Areas
1M 3.4/E Exposure to Wildlands Hazards
1M 3.4/F Demand for New Classroom Space
1M 3.4/G Demand for Junior High School Space
1M 3.4/H Overcrowding of Schools
1M 3.4/1 Impact on School District Jurisdiction
1M 3.4/J Financial Burden on School Districts
1M 3.4/K Demand for Park Facilities
1M 3.4/L Park Facilities Fiscal Impact
1M 3.4/M Impact on Regional Trail System
1M 3.4/N Impact on Open Space Connections
1M 3.4/0 Increased Solid Waste Production
1M 3.4/P Impact on Solid Waste Disposal Facilities
1M 3.4/Q Demand for Utility Extensions
1M 3.4/R Utility Extension: Visual and Biological Impacts
1M 3.4/S Consumption of Non-Renewable Natural Resources
1M 3.4/T Demand for Increased Postal Service
1M 3.4/U Demand for Increased Library Service
11
City of Dublin
May 7, 1993
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Eas. Dublin Specific Plan Ii; GPA Em
Mitigation Monitoring Plan
Police Services
2. Miti2ation Imnlementation and Monitorio2 Pronam
Impact 3.4/ A Demand for Increased Police Services
Impact 3.4/B Police Services Accessibility
Why:
Mitif!ation Measure 3.4 /1.0: Additional Personnel. Facilities and "Beats"
Who:
What:
When:
Completion:
Verification:
To provide additional personnel, facilit.es, and procedures to police service
standards.
City of Dublin Police Department/Pla.JJning Department.
I) Police Department will hire' and train new sworn and civilian staff, revise
"beat" system to serve eastern Dublin, and estimate and schedule projected
facility needs in eastern Dublin.
2) Pl:mning Department to notify Police Department of development
approvals to assist the Police Department in its annual budget formulation.
On-going.
Annually as part of the Police Department's planning and budgetary process.
Chief of Police.
Why:
Mitiftation Measure 3.4/2.0: Coordination of eXDansion af Police services
Who:
What:
When:
Completion:
Verification:
To provide the Police Department infoIlllation needed to adequately-plan for
expansion of services.
Planning Department/City of Dublin P.;>lice Department.
Notification to the Police Department of the timing of annexation and
approved development.
During processing of prezoning and annexation applications.
Ongoing.
Planning Department
Why:
Mitif!ation Measure 3.4/3.0: Police DeDartment Review
Who:
What:
When:
Completion:
Verification:
To provide for Police Department ill.put into the design of proposed
development.
City of Dublin Police Department/Planning Department.
Police Department review of proposed clevelopment plans for safety issues,
and provide the Planning Department with recommendations for inclusion
in the final plans.
During development review process.
Prior to final site plan approval.
Chief of Police or representative.
Why:
Mitiftation Measure 3.4/4.0: BudfZetinf! for Police Servicl~
Who:
To prepare a budget strategy to hire the: required additional personnel and
implement necessary changes in the "beat" system. .
City of Dublin/City of Dublin Police Department
12
City of Dablin
May 7, 1993
What:
When:
Completion:
Verification:
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Eas Dublin Specific Plan ok GP A EIR
Mitipuon Moniioring Plan
I} Police Department will estimate projected personnel and facility needs
for eastern Dublin and develop a budget strategy to meet these needs.
2} Planning Department will notify Police Department of development
approvals in order to assist the Police Department in its annual budget
formulation.
On-going.
Annually as part of the Police Department's planning and budgetary process.
Chief of Police.
Why:
Mitieation Measure 3.4/5.0: Police DeDartment Review
Who:
What:
When:
Completion:
Verification:
Fire Protection
To ensure Police Department review of proposed development for safety
issues.
City of Dublin Police DepartmentjPlanning Department.
Police Department review of proposed development plans for safety issues.
During development review process.
Prior to final site plan approval.
Chief of Police or representative.
Impact 3.4/C Demand for Increased Fire Services
Impact 3.4/D Fire Response to Outlying Areas
Impact 3.4/E Exposure to Wildlands Hazards
Why:
Mitieatian Measure 3.4/6.0: Canstruction af New Fire Facilities
Who:
What:
Whea:
Completion:
Verification:
To provide for the construction of new facilities coincident with new
service demand in eastern Dublin.
Developers/Dougherty Regional Fire Authority
Design and Construction of New Facilities
Condition of tentative map and/or development review approval
Construction of fire station(s} will occur concurrently with new service
demand not addressed by other agreements.
DRFA/City Planning DepartmenL
Why:
Mitieation Measure 3.4/7.0: FundiT/1! of New Fire Facilities
Who:
What:
When:
Completion:
Verification:
To establish appropriate funding mechanisms to cover up-front costs of
capital improvements.
City of Dublin City Manager's Office/DRF A.
Establish funding mechanism for capital improvements.
Condition of tentative map and/or development review approval
Construction of fire station(s) will occur concurrently with new service
demand not addressed by other agreements.
City of Dublin City Manager responsible for establishing funding
mechanisms; Planning Department responsible for verifying completion
prior to project approval.
13
City of Dublin
May 7, IGGS
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Eas. Dublin Specific Plan &: GPA EIR
Mitigation MoDitoring Plan
Mitif!ation Measure 3.4/8.0: Sites for New Fire Facilities
Why:
Who:
What:
When:
Completion:
Verification:
To ensure acquisition of sites for constrll.ction of new fire stations.
City of Dublin Planning Department in (:onsultation with DRF A.
Identification and acquisition of sites for new fire stations.
Condition of tentative map and/or devel()pment review approval
Construction of fire station(s) will occur concurrently with new service
demand not addressed by other agreements.
City of Dublin Planning Department.
Mitif!ation Measure 3.4/9.0: Fire DeDartment Review
Why:
Who:
What:
When:
Completion:
Verification:
To ensure DRFA input on project design relating to access. water pressure,
fire safety and prevention.
DRF A/City of Dublin Planning Department.
Review of proposed developments by DRF A for fire safety. Incorporation
of DRI:A recommendations into project cl>nditions by Planning Department.
During development review process.
Prior to development review and/or Final Map approval.
Fire Chief or representative to provide recommendations; Planning
Department to verify incorporation of DRFA recommendations as
conditions of project approval.
Mitif!ation Measure 3.4/10.0: Urban/ODen SDace Interff1J.:e Mana!!ement
Why:
Who:
What:
When:
Completion:
Verification:
To ensure that a mechanism is in place to provide long-term. maintenance
for the urban/open space interface.
Developers/DRF A/City of Dublin Planning Department.
Establishment of an assessment district or other suitable mechanism to
maintain safe fire conditions along the urban/open space interface.
Condition of tentative map approval.
Prior to Final Map approval.
City of Dublin Planning Department.
Miti!!ation Measure 3.4 /1] .0: Fire TrailslODen Soace Svstem
Why:
Who:
What:
When:
Completion:
Verification:
To integrate fire trails and fire breaks into the open space trail system.
City of Dublin Planning Departme nt/City of Dublin Recreation
Department/DFRA/Developers.
Design and dedication of fire trails and fire breaks.
Condition of tentative map approval.
Prior to Final Map approval.
City of Dublin Planning Department.
Miti!!ation Measure 3.4/]2.0: Wildfire Mana~ement Plan
Why:
To prepare a wildfire management plan for the Project area in order to
14
City or Dublin
May 7, 1993
Who:
What:
When:
Completion:
Verific:ation:
'-.
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Eas. Dublin Specific Plan & GPA EIR
Mitigation Monitoring Plan
reduce the risk of impact related to wildland fire.
City of Dublin/DRFA.
Prepare a wildfire management plan.
During prezoning and annexation application processing.
Prior to approval of any development in lands adjacent to land designated
for permanent open space or rural residential/agriculture.
City of Dublin Planning Departmt;lnt.
Miti1!ation Measure 3.4/13.0 Sites for Fire Facilities for the GPA Increment
Why:
Who:
What:
When:
Completion:
Verification:
Schools
To determine the number. location and timing of additional fire stations for
areas within the Project area yet outside the Specific Plan area.
DRF A/City of Dublin Planning Department.
Identification of future fire station sites.
During prezoning and annexation application processing.
Prior to development approvals in the areas outside the Specific Plan area.
City of Dublin Planning Department.
Impact 3.4/F Demand for New Classroom Space
Impact 3.4/G Demand for Junior IDgh School Space
MUillation Measure 3.4/13.0: Dedication of New School Sites
Why:
Who:
What:
When:
Completion:
Vedfication:
To reserve school sites within the Project area as designated in the Specific
Plan and GPA.
Developers/City of Dublin Planning Department/DUSD/L VJUSD
Identification of new school sites.
Condition of tentative map approval.
Prior to Final Map approval.
City of Dublin Planning Department.
Miti1!ation Measure 3.4/14.0: Nanninll for Additional Junior Hillh School CaDacftv
Why:
Who:
What:
When:
Completion:
Verific:ation:
To ensure that adequate capacity is provided for junior high school age
students.
DUSD.
Planning for projected junior high school demand within two proposed sites
and/or provide for a third site in the Future Study Area to the east of the
Project area.
During planning and design of the first Junior High School site.
Prior to final map approval for the first junior high school.
City of Dublin/DUSD.
15
City of Dublin
May 7. 1998
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1:&8. 'Dublin Specific Plan & GPA Em
Mitigation Monitoring Plan
1M 3.4/H <h'ercrowding of Schools
Mitilla/ion Measure 3.4 / 15.0: Provision of Adeouate Schools to Serve the Pro ject site
Why:
Who:
What:
When:
Completion:
Verification:
To ensure that adequate classroom space is provided prior to the
development of new homes.
DUSD/City of Dublin Planning Departm~:nt.
1) Coordination between City of Dublin and DUSD to monitor available
school capacity and proposed development.
2) DUSD sign-off on available capacity to accommodate new development.
Coordination to occur during development review process, with written
sign-off from DUSD submitted prior to t,~ntative map approval.
Prior to occupancy approval.
City of Dublin Planning Department.
Impact 3.4/1 Impact on School nistrict Jurisdiction
Mitilla/ion Measure 3.4/16.0: Resolution of School District Jurisdiction Issue
Why:
Who:
What:
When:
Completion:
Verification:
To resolve the jurisdictional issue of which school district(s) will provide
service to the Project area.
City of Dublin/DUSD/L VJUSD.
City will assist with resolution of District boundary dispute.
Within two years of plan adoption.
Prior to occupancy of residential units within the Project area.
City of Dublin Planning Department.
Impact 3.4/J Finaucial Burden on School Districts
Mitillation Measure 3.4/17.0: Full mitillation of Project imDact on school facilities
Why:
Who:
What:
When:
Completion:
Verification:
To ensure that adequate school facilities are available prior to development
in the Project area to the extent permittel1 by law.
City of Dublin/DUSDjL VJUSD.
Establish liaison between City of Dublin and school districts.
Ongoing as part of development review process.
On-going.
City of Dublin Plannirig Department with input from school districts.
Mitillation Measure 3.4/18.0: Provision of School Sites
Why:
Who:
What:
When:
Completion:
Verification:
To ensure that the development of new fac:ilities is provided for through the
dedication of school sites and/or payment of development fees by
developers.
Developers/City of Dublin/DUSD/L VJVSD.
Dedication of School Sites/Payment of Development Fees.
Condition of Tentative Map Approval.
Prior to occupancy approval.
City of Dublin Planning Department.
16
City or Dublin
May '1, 1993
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Ella. . Dublin Spec:ifie PlaZl ok GPA EIR
Mitigation MoDitoriDg Plan
Why:
MitiJ!ation Measure 3.4/19.0: FundinJ! of New Schools
Who:
What:
When:
Completion:
Verification:
Parks and Recreation
Park Facilities
To establish appropriate funding mechanisms, such as Mello Roos
Community Facilities District, development impact fees, or a general
obligation bond measure, to fund new school development in eastern Dublin.
City of Dublin/DUSD/L VJUSD.
Creation of funding mechanism(s).
During processing of prezoning and annexation applications.
Prior to occupancy of residential units within the Project area.
City of Dublin Planning Department.
Impact 3.4/K Demand for Park Facilities
MiliJ!atioll Measure 3.4/20.0: EXDansion of Dark area (Guidin!! Policv. No monitorinJ!
aODlicable or reauired.)
Miti!!ation Measure 3.4/21.0: Maintenance and imDrovement of outdoor facilities in
conformance with Park and Recreation Master Plan {Guidinl!Policv. Nomonilorinr!aDo/icable
or reQUired. J
Milifration Measure 3.4/22.0: Provide adeauate active Darks and facilities (GuidinJ! Policy. No
monitorinfr aDplicable or reQuired.)
Why:
MitiJ!ation Measure 3.4/23.0: ACQUire and imlJrove Darklands
Who:
What:
When:
Completion:
Verification:
To acquire and improve parklands in conformance with the priorities and
phasing recommended in the City's Park and Recreation Master Plan.
City of Dublin Planning Department/Dublin Recreation Department.
Coordination between the Planning Department and Recreation Department
to ensure adherence with standards of Park and Recreation Master Plan.
Ongoing as part of the development review process.
Ongoing.
City of Dublin Planning Department.
MitiJ!ation Measure 3.4/24.0: Land dedication and Darks imDrovements/CoIlection of in-lieu
DIlT'k fees
Why:
Who:
What:
Wheo:
Completion:
Verification:
To require land dedication and improvements as designated in the GPA and
collect in-lieu fees per City standards.
City of Dublin Planning Department/Recreation Department.
Require land dedication or payment of in-lieu fees as condition of approval
for individual projects.
Condition of tentative map approvaL
Prior to Final Map approval.
City of Dublin Planning Department.
17
City of Dublin
May 7, 1993
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Eas. . Dublin Specific Plan k GP A EIR
Mitigation MonitoriDg Plan
Miti1!ation Measure 3.4/25.0: Park Acreat!e Dedication
Why:
Who:
What:
When:
Completion:
Verirication:
To provide an adequate ratio of developed parklands to population.
Developers/City of Dublin Planning Department.
Park dedication.
Condition of tentative map approval.
Prior to final map approval.
City of Dublin Planning Department.
Miti1!ation Measure 3.4/26.0: SDecific Park Acreal!e De(!ication
Why:
Who:
What:
When:
Completion:
Verification:
To provide an adequate ratio of developed parklands to population.
Developers/City of Dublin Planning Department.
Park dedication.
Condition of tentative map approval.
Prior to final map approval.
City of Dublin Planning Department.
Mitif<ation Measure 3.4/27.0: Park standards
Why:
Who:
What:
When:
Completion:
Verification:
To ensure that park development is l:onsistent with: the standards and
phasing recommended in the City's Park and Recreation Master Plan.
Developers/City of Dublin Recreation Department.
Monitor individual project conformance with standards in Master Plan.
Condition of te~tative map approval.
Prior to final map approval.
City of Dublin Recreation Department.
Miti1!ation Measure 3.4/28.0: 1m Dlementation of SDecific Plan policies related 10 the Drovision
of ooen soace.
Why:
Who:
What:
When:
Completion:
Verification:
Park Financing
To ensure the provision of open sp:lce, access and areas for public
recreation.
Developers/City of Dublin Planning De:partment.
Monitor individual project conformance with open space policies.
Condition of tentative map approval.
Prior to final map approval.
City of Dublin Planning Department.
Impact 3.4/L Park Facilities Jo'iscal Impact
Miti1!ation Measure 3.4/29.0: Provision of Fair Share of Park SDace
Why:
To ensure that each new development re:serves the open space and parkland
designated in the Plan.
18
City of Dublin
May 7,1993
Who:
What:
When:
Completion:
Verific:ation:
-
.-,
Eat.. . Dublin Specific Plan ck GPA EIR
Mitigation Monitoring Plan
Developers/City of Dublin Planning Department
Review each development proposal against the Specific Plan/GP A to ensure
that designated park and open space is set aside.
Condition of tentative map approval.
Prior to final map approval.
City of Dublin Planning Department.
Mitiflation Measure 3.4/30.0: Parks imDlementation Plan
Why:
Who:
What:
When:
Completion:
Verific:ation:
To develop a Parks Implementation Plan for eastern Dublin.
Dublin Recreation Department
Preparation of a Parks Implementation Plan.
Within two years of Plan adoption or prior to any significant residential
development, whichever occurs first.
Prior to final map approval on the first residential projects.
Dublin Recreation Department.
Mitif!ation Measure 3.4/31.0: Calculation and Assessment of in-Lieu Park Fees
Why:
Who:
What:
When:
Completion:
Verific:ation:
To calculate and assess in-lieu park fees.
City of Dublin Planning Department
Assessment of In-Lieu Park Fees.
Notification at time of permit application. Condition of tentative map
approval.
Payment at time of final map approval.
City of Dublin Planning Department.
Impact 3.4/M Impact on Regional Trail System
Why:
Mitif!atio1'l Measure 3.4/32.0: Trail Linkaf!e and Access
Who:
What:
When:
Completion:
V erifica tion:
To establish a trail system with connections' to planned regional and
subregional system.
Developers/City of Dublin Planning Department
Dedication of trail rights-of -way.
Condition of tentative map approval.
Prior to final map approval.
City of Dublin Planning Department.
Impact 3.4/N Impac:t 00 Opeo Spac:e Coonec:tions
Why:
Mitif!atio1'l Measure 3.4/33.0: Establish a comDrehensive trail network
Who:
What:
To establish a comprehensive, integrated trail network that permits safe and
convenient pedestrian and bicycle access.
Developers/City of Dublin Planning Department/City of Dublin Recreation
Department.
Provide guidelines to developers on right-of-way alignment and design
19
City of Dublin
May 1, 1993
When:
Completion:
Verification:
--.
.-
E&
Dublin Spec:i1ic Plan" GPA EIR
Mitigation Monitoring Plan
standards, and ensure implementation.
Condition of tentative map approval.
Prior to final map approval.
City of Dublin Planning Department.
Mititration Measure 3.4/34.0: Establish a continuous ODen SDace network
Why:
Who:
What:
When:
Completion:
Verification:
To establish a continuous open space network that integrates large natural
open space areas, stream corridors. and developed parks and recreation
areas.
Developers/City of Dublin Planning Department/City of Dublin Recreation
Department.
Ensure dedication/preservation of designated open space areas.
Condition of tentative map approval.
Prior to final map approval.
City of Dublin Planning Department.
Miti1!ation Measure 3.4/35.0: Provision of access to ODell srJat:e areas
Why:
Who:
What:
When:
Completion:
VerificatioD:
To provide convenient pedestrian connClctions between developed areas and
designated open space areas and trails.
Developers/City of Dublin Planning Department/City of Dublin Recreation
Department.
Ensure designation of appropriately loc:ated trails and access points as part
of development review.
Condition of tentative map approval.
Prior to final map approval.
City of Dublin Planning Department.
Mitif!ation Measure 3.4/36.0: Require rJublic access easements
Why:
Who:
What:
When:
Completion:
Verification:
Solid Waste
To require developers to dedicate public access easements along ridgetops
and stream corridors to accommodate the development of trails and staging
areas.
Developers/City of Dublin Planning Department.
Ensure dedication of public access east,ments.
Condition of tentative map approval.
Prior to final map approval.
City of Dublin Planning Department.
Impact 3.4/0 Increased Solid Waste Production
Impact 3.4/P Impact on Solid Waste Disposal Facilities
20
City orDublin
May 'I, 1993
..--..
'-.
Eas Dublin Specific PIlm & GP.A EIR
Mitigation MOIIitoring Plan
Why:
Mitigation MeaSUJ"e 3.4/37.0: P,eDaration of Solid Waste Manaflement Plan
. Who:
What:
When:
Completion:
Verification:
To prepare/update a Solid Waste Management Plan as needed to address
eastern Dublin.
Dublin City Manager's Office.
Prepare plan.
Within two years of the adoption of the Eastern Dublin Specific PIan/GP A.
Prior to issuance of building permits.
Dublin City Manager's Office.
Why:
Mitif!ation Measure 3.4/38.0: Revise Waste Generation Proiections
Who:
What:
When:
Completion:
Verifieation:
To revise waste generation projections of the City's SRRE/HHWE as needed
to reflect the population and commercial land use projections of the adopted
Project.
Dublin City Manager's Office.
Revise projections and update solid waste generation and disposal capacity
characteristics.
Within two years of the adoption of the Eastern Dublin Specific Plan/GPA.
Prior to issuance of building permits.
Dublin City Manager's Office.
Mitiflation Measure 3.4/39.0: Imef!raJion of Eastern Dublin Solid Waste Plan into Citv's
SRRE/ HHWE
Why:
Who:
What:
When:
Completion:
Verifieation:
To ensure that the Solid Waste Management Plan for Eastern Dublin
addresses and incorporates the goals, objectives, and programs of Dublin's
SRRE and HHWE.
Dublin City Manager's Office/Public Works Department.
Updating of SRRE/HHWE to reflect Project.
Within two years of the adoption of the Eastern Dublin Specific PIan/GPA.
Prior to issuance of building permits.
Dublin City Manager's Office.
Why:
Mitigation Measure 3.4.40: Assessme11t of Landfill CaDacitv
Who:
What:
When:
Completion:
Verifieation:
To ensure that adequate landfill capacity is available to accommodate
project waste.
City Manager's Office/City Planning Department/ Alameda County Solid
Waste Management Authority.
Determine the adequacy of available disposal capacity.
As a condition of Tentative Map approval.
Prior to Final Map approval.
City of Dublin Planning Department.
21
City of Dublin
May 1,1993
~
-~
Ea.I. Dublin Specific Plan & GP A Em
Mitigation MoDitoriDg Plan
)
Electricity, Natural Gas and Telephone Service
Impact 3.4/Q Demand for Utility Extensions
Impact 3.4/R Utility Extension: Visual and Biological Impacts
Miti1!ation Measure 3.4/41.0: Provision of documentation that electric. 1!as and teleohone
service can be orovided.
Why:
Who:
What:
When:
Completion:
Verification:
To require project applicants to provide documentation that electric, gas,
and telephone service can be provided to all new development.
Developers/City of Dublin Planning Dt~partment.
Submit documentation from utilities providers.
As a condition of Tentative Map approval.
Prior to final map approval.
City of Dublin Planning Department.
Miti1!a1ion Measure 3.4/42.0: Under1!roundin1! of UtiIitic~
Why:
Who:
What:
When:
Completion:
Verification:
To require all utilities to be located below grade where feasible and designed
to City standards.
City of Dublin Public Works Department.
Require developers to provide for insu.l1ation of utilities below grade.
Prior to issuance of building permits.
Construction of infrastructure improvements.
City of Dublin Public Works Department.
Miti1!ation Measure 3.4/43.0: Avoidance of lnfrastructw'e Imoacls on Sensitive Habit01
Why:
Who:
What:
When:
Completion:
Verification:
To mitigate the effects of utilities expansion, the city will work with PG&E
to plan the undergrounding of all new electric lines and to route
infrastructure away from sensitive habitat and open space lands.
Developers/City of Dublin Public Works Department/PG&E.
Coordinate routing of electric lines.
During site design phase.
Prior to final map approval.
City of Dublin Public Works Department.
Miti1!01ion Measure 3.4/44.0: Submittal of Service ReDo,.t
Why:
Who:
What:
When:
Completion:
Verification:
To require project applicants to submit a utilities service report to the City
prior to Public Improvement Plan appr()val.
Project Applicants/City of Dublin Planning Department.
Submittal of utilities service report.
Prior to approval of Public Improvemen.t Plan.
Prior to issuance of building permits.
City of Dublin Planning Department.
22
City of Dublin
May 7, 1993
-.
---.
Eaa .Dublin Specific Piau & GPA EIR
Mi~on MonUoring Plan
Impact 3.4/8 Consumption of Non-ReDewable Natural Resources
Why:
Miti~ation Measure 3.4/45.0: Demonstration Projects
Who:
What:
When:
Completion:
Verification:
To require the installation of a demonstration project(s) of cost-effective
energy conservation techniques.
DevelopersjPG&EjCity of Dublin Planning Department.
Meet with major land owners and PG&E to determine how to set up an
Energy Conservation Demonstration Project within the Project area.
During development review process.
Prior to occupancy approval.
City of Dublin Planning Department.
Why:
Mitifation Measure 3.4/46.0: Site Plannin~. Buildinl! Des;,n and LandscaDin1!
Who:
What:
When:
Completion:
Verification:
Postal Service
To require developers to demonstrate the incorporation of energy
conservation measures into the design. construction. and operation of
proposed development.
Developers/City of Dublin Planning Department.
Preparation of an Energy Conservation Plan.
Upon filing of tentative map.
Prior to building permit approval.
City of Dublin Planning Department.
Impact 3.4fT Demand for Increased Postal Service
Why:
Miti~at;on Measure 3.4/47.0: Provision of a Post Office in Eastern Dublin
Who:
What:
When:
Completion:
Verification:
To provide for the creation of a post office with the eastern Dublin Town
Center.
Developer/City of Dublin Planning Department.
The City will work with developers of Town Center and the U.S. Postal
Service to determine need and procedures for implementation.
Prior to tentative map approval for the Public/Semi-Public designated area
in the Town Center subarea.
Prior to approval of Final Map.
City of Dublin Planning Department.
Why:
Mitiflatioll Measure 3.4/48.0: Coordination with U.S. Postal Service
Who:
What:
Wheo:
To provide for the creation of a post office with the eastern Dublin Town
Center.
Developer ICity of Dublin Planning Department.
The City will work with developers of Town Center and the U.S. Postal
Service to determine need and procedures for implemeotation.
Prior to tentative map approval for the Public/Semi-Public designated area
in the Town Center subarea.
23
City of Dublin
May 7, 1995
Completion:
Verification:
Library Senice
-,
Eas. Dublin Specific Plan &: GP A EIR
Mitigation Monitoring Plan
Prior to approval of Final Map.
City of Dublin Planning Department.
Impact 3.4jU Demand for Increased Library Senice
Mitieation Measure 3.4/49.0: Provision of AdeQuate Librarv Services
Why:
Who:
What:
When:
Completion:
Verification:
To provide a library(ies) and associated services for eastern Dublin.
Alameda County Library System/City eof Dublin Planning Department.
Assessment of eastern Dublin library mleds and formulation of strategy to
meet these needs.
During processing of prezoning and annexation applications.
Prior to Final Map approval.
City of Dublin Planning Department.
Mitieation Measure 3.4/50.0: Coordination with Alamedd Countv Librarv Svstem
Why:
Who:
What:
When:
Completion:
Verification:
To provide a library(ies) and associated services for eastern Dublin.
Alameda County Library System/City e,f Dublin Planning Department.
Assessment of eastern Dublin library mleds and formulation of strategy to
meet these needs.
During processing of prezoning and annexation applications.
Prior to Final Map approval.
City of Dublin Planning Department.
Mitieation Measure 3.4/51.0: SlJecific Site Selection for New Librarv
Why:
Who:
What:
When:
Completion:
Verification:
To have the City Library Task Force identify appropriate location and
timing for development of new library(ies).
City Library Task Force.
Assessment of site requirements and tiDling of projected need.
During processing of prezoning and annexation applications.
Prior to Final Map approval.
City of Dublin Planning Department.
SECI10N 3.5: SEWER. WATER AND STORM DRAINAGE
1. ImBads ReQuirinl! Mitil!atioD
This section identifies the following impacts requiring mitigatio:l:
1M 3.5jB Lack of a Wastewater Collection System
1M 3.5 je Extension of Sewer Trunk Line
1M 3.5jD Current Limited Treatment Plant Capacity
1M 3.5/E Future Lack of Wastewater Treatment Plant Qtpacity
1M 3.5jF Increase in Energy Usage Through Increased Wastewater Treannent
24
City of Dublin
May 7, 1998
.-
-.
Eas Dublin Specific Plan & GP A Em
Mitigation Monitoring Plan
1M: 3.5/G Lack of Current Wastewater Disposal Capacity
1M: 3.5/H Increase in Energy Usage Through Increased Wastewater Disposal
1M 3.5/1 Potential Failure of Export Disposal System
1M 3.5/J Pump Station Noise and Odors
1M 3.5/K Storage Basin Odors and Potential Failure
1M 3.5jL Recycled Water System Operation
1M: 3.5jM Recycled Water Storage Failure
1M 3.5/N Loss of Recycled Water System Pressure
1M 3.5/0 Secondary Impacts from Recycled Water System Operation
IM:'3.5/p Overdraft of Local Groundwater Resources
1M 3.5/Q Increase in Demand for Water
1M 3.5/R Additional Water Treatment Plant Capacity
1M 3.5/S Lack of Water Distribution System
1M: 3.5fT Inducement of Substantial Growth and Concentration of Population
1M 3.5/U Increase iJi Energy Usage Through Operation of the Water Distribution System
1M 3.5/V Potential Water Storage Reservoir Failure
1M: 3.5jW Potential Loss of System Pressure
1M 3.5/X Potential Pump Station Noise
1M 3.S/Y Potential Flooding
1M 3.5/Z Reduced Groundwater Recharge
1M 3.5/ AA Non-Point Sources of Pollution
2. Mitiflation Imnlementation and Monitoriufl Pro2ram
Impact 3.S/B Lack of a Wastewater Collection System
Why:
Miti~ation Measure 3.5/1.0a: EXDansion of DSRSD Service Boundaries
Who:
What
When:
Completion:
Verification:
To provide for the expansion of DSRSD's service boundaries to include the
Project area.
DSRSD.
DSRSD will revise its service area boundaries.
Prior to approval of any development outside the current service boundaries.
Prior to tentative map approval.
City of Dublin Department of Public Works.
Why:
MitiJlation Measure 3.5/1.0: Connection to Public Sewers
Who:
What
When:
Completion:
Verific:ation:
To require that all development within the Project area be connected to
public sewers.
City of Dublin Department of Public WorksjDSRSD.
Require connection to public sewers.
Condition of approval for tentative map.
Prior to final map approval.
Department of Public Works.
25
City of Dublin
May '7, 1993
----.
.~
Eas. Dublin Spec:.ific Plan &< GPA EIR
Mitigation Monitoring Plan
Why:
Mititration Measure 3.5/2.0: Wastewater Collection Svstl!m Master Plan
Who:
What:
When:
Completion:
Verification:
To have DSRSD update its wastewater collection system master plan
computer model to reflect the adopted Specific Plan/GPA.
Departme!1t of Public Works/DSRSD.
Public Works will request DSRSD to update Master Plan. DSRSD will be
responsible to update the Master Plan.
As soon as possible after the adoption of the Specific Plan/GPA.
Before approval of any detailed waste'water improvement plans.
Department of Public Works/DSRSD.
Why:
Mitil!ation Measure 3.5/3.0: On-site Wastewater Treatm.mt
Who:
What:
When:
Completion:
Verification:
To discourage the use of on-site package plants and septic systems within
the Project area.
Department of Public Works/DSRSD.
Communicate to project applicants th,~ City's desire that all projects be
connected to the DSRSD sewer system.
Ongoing. as part of the development application process.
Prior to tentative map filing.
Department of Public Works.
Why:
Mitil!ation Measure 3.5/4.0: DSRSD Service
Who:
What:
When:
Completion:
Verification:
To require a "will serve" letter from DSRSD prior to permit approval for
grading.
Department of Public Works/DSRSD.
Confirm receipt of a ftwill-serve" letter for all proposed projects.
Prior to tentative map approval.
Prior to issuance of grading permit.
Department of Public Works.
Mitil!ation Measure 3.5/5.0: DSRSD Standards
Why:
Who:
What:
When:
Completion:
Verification:
To require that design and construction of all wastewater systems is in
conformance with DSRSD standards.
Department of Public Works/DSRSD.
Confirm that wastewater system meet DSRSD standards.
Prior to issuance of building permits.
Approval of improvement plans.
Department of Public WorksjDSRSD.
Impact 3.5/e Extension of Sewer Trunk Line
Why:
Mitil!ation Measure 3.5/6.0: Sizine of Wastewater Svste,u.
To ensure that the planned wastewater collection system has been sized to
accommodate only the development wilhin the Project area.
26
Ci*>, of Dublin
May 7, 1995
Who:
What:
When:
Completion:
Verific:ation:
---.
--'..
E8S\ Dublin Specific: Plan & GPA Em
Mitigation Monitoring Plan
DSRSD.
Engineer wastewater capacity for Project site capacity only.
Wastewater system design phase.
Prior to installation of Project area sewer system.
DSRSD.
Impac:t 3.5/D Curreot Limited Treatment Plant Capac:ity
Why.
Mitigation Measure 3.5/7.0: Desif!11 Level Wastewater Investif!ation
Who:
What:
When:
Completion:
Verification:
To require project applicants to prepare detailed wastewater capacity
investigations, including means to minimi7,e wastewater flows.
Applicants in coordination with DSRSD.
Prepare a detailed wastewater capacity investigation.
Preparation of preliminary Public Improvement Plan.
Final Public Improvement Plan Approval.
DSRSD/Department of Public Works.
Why:
Mitigation Measure 3.5/7.1: DSRSD Service
Who:
What:
When:
Completion:
Verification:
To require a "will serve" letter from DSRSD prior to permit approval for
grading.
Department of Public Works/DSRSD.
Confirm receipt of a "will-serve" letter for all proposed. projects.
Prior to tentative map approval.
Prior to issuance of grading permit.
Department of Public Works.
Impac:t 3.SjE Future Lack of Wastewater Treatment Plant Capacity
Why:
Mitigation Measure 3.5/8.0: Ensure AdeQUate Wastewater Treatment Cal1acitv
Who:
What:
When:
Completion:
Verification:
To ensure that wastewater treatment and disposal facilities are available to
meet the needs of future development in eastern Dublin.
Department of Public WorksjDSRSD.
DSRSD will prepare a Master Plan including growth projections and facility
expansion needs and timing to meet the needs of projected development.
As soon as possible after adoption of the Specific Plan/GP A.
Prior to approval of any development.
Department of Public Works.
Why:
Mitigation Measure 3.5/9.0: Wastewater Treatment Plant EXDansion Schedule
Who:
What:
To ensure that proposed development is consistent with wastewater
treatment plant expansion as set forth in DSRSD's master plan.
DSRSD /Department of Public Works.
The City must confirm. that proposed development is consistent with the
capacity and timing identified in DSRSD's Master Plan
27
City of Dublin
May 7, 1993
When:
Completion:
Verific:ation:
.-
----.
Baa Dublin Speeifie Plan && GP A. Em
Mitigation Monitoring Plan
During review of tentative map.
Prior to approval of Final Map.
Department of Public Works.
Impact 3.S/F Increase in Energy Usage Through Increased Wastewater Treatment
Miti1!ation Measure 3.5/10.0: Use of Enersrv-Efficient Treatment Svstem
Why:
Who:
What:
When:
Completion:
Verific:ation:
To include energy efficient treatment systems in any wastewater treatment
plant expansion and operate the plant to take advantage of off -peak energy.
DSRSD
Design and construct energy-efficient treatment systems.
Design phase for WWTP expansion.
On-going.
DSRSD.
Impact 3.5/G Lack of Current Wastewater Disposal Capacity
Mitisration Measure 3.5/11.0: (Proeram 9H) EXDQrt PiDeline
Why:
Who:
What:
When:
Completion:
Verification:
To support TWA in its current efforts to implement a new wastewater
export pipeline system.
Tri- Valley Wastewater Authority/Dublin City Manager's Office.
Support implementation of new expOlt pipeline.
Ongoing.
Approval of TW A improvement plarn.
Dublin City Manager's Office.
Miti1!ation Measure 3.5/12.0: (Policv 9-5) ConstructiOl1 of Recvcled Water Svstem
Why:
Who:
What:
When:
Completion:
Verification:
To promote recycled water use for landscape irrigation in eastern Dublin
through upgrading of treatment and construction of a recycled water
distribution and storage system in eastern Dublin.
DSRSD.
Promote recycled water use.
During development review process.
Ongoing.
DSRSD.
Mitieation Measure 3.5/13.0: (Proeram 9]) Recvcled Water Distribution Svstem
Why:
Who:
What:
When:
Completion:
To have DSRSD update its proposed recycled water distribution system
computer model to reflect the adopted Specific Plan/GPA.
Department of Public Works/DSRSD.
Public Works will request DSRSD to update its computer model. DSRSD
will be responsible to update the model.
As soon as possible after the adoptioI: of the Specific Plan/GP A.
Before approval of any detailed wastClwater improvement plans.
28
City of Dublin
May 7, 1993
Verification:
-
--
Eas. . Dublin Specific P12ll!- &: GP A EIR
Mitigation Monitoring Plan
Department of Public Works/DSRSD.
Milistation Measure 3.5/14.0: (Prorrram 9KI Wastewater Recvclinrr and Reuse
Why:
Who:
What:
When:
Completion:
Verification:
To support the efforts of the Tri- Valley Water Recycling Task Force Study
through Zone 7, encouraging wastewater recycling and reuse for landscape
irrigation.
City of Dublin Department of Public Works/Zone 7.
Encourage wastewater recycling as detailed in the Tri- Valley Water
Recycling Task Force Study.
As soon as possible after the adoption of the Specific Plan/GPA.
Ongoing.
Department of Public Works.
Impact 3.SjH Increase in Energy Usage Through Increased Wastewater Disposal
Why:
Mitistation Measure 3.5/15.0: Ene71rv for EXlJort DisDosal
Who:
What:
When:
Completion:
Verification:
To encourage LA VWMA to continue its program of off-peak pumping of
wastewater to balance electric demands in the PG&E system.
City of Dublin/LA VWMA.
Encourage off -peak pumping.
Upon adoption of the Specific Plan/GPA.
On-going.
Department of Public Works.
Why:
Mit/eat/on Measure 3.5/16.0: Enerev for DisDosal throulth Recvcled Water System
Who:
What:
When:
Completion:
Verification:
To ensure that the recycled water treatment system is planned. designed and
constructed for energy efficiency in operation.
City of Dublin Department of Public WorksjDSRSD
Design. construction, and operation of energy-efficient system.
Upon agreement to use a recycled water treatment system.
On-going. .
DSRSD.
Impact 3.5/1 Potential Failure of Export Disposal System
Why:
Mitieation Measure 3.5/17.0: Redundancv in Enrr/neerine
Who:
What:
When:
Completion:
Verification:
To avoid potential failure in the operation of the pumps in the TW A
wastewater collection system.
TWA
Incorporate engineering redundancy into the design of the pump statiODS
and provide emergency power generators.
Design and construction phase of export system.
Approval of export system improvement plans.
Department of Public Works.
29
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..--.. .
City of Dublin
May 7, 1993
Eas . Dublin Specific Plan II: GP A Em
Mitigation Monitoring Plan
Impact 3.5/ J Pump Station Noise and Odors
Mitirration Measure 3.5 /18.0: Desilm of PumD and Moto'~
Why:
To ensure that pump station design minimizes potential for impacts related
to noise and odors.
TWA
Design pump and motors to meet local noise standards. Install odor control
equipment.
Design phase of export system.
Approval of export system improvement plans.
Department of Public Works.
Who:
What:
When:
Completion:
Verification:
Impact 3.5/K Storage Basin Odors and Potential Failure
Mitirration Measure 3.5/19.0: Desilm/Enf!ineerinrr of StcJraf!e Basins
Why:
To ensure that wastewater storage basins are designed to control odors and
minimize the risk of failure in the event of an earthquake.
TWA
Design storage basins to meet seismic I~odes, and limit odors by burying
tanks and incorporating odor control equipment.
Design phase of export system.
Approval of export system improvement plans.
DepaI'nnent of Public Works.
Who:
What:
When:
Completion:
Verification:
Impact 3.S/L Recycled Water System Operation
Mitirration Measure 3.5/20.0: Construction of Recvcled Water Distribution Svstem
When:
Completion:
Verineation:
To require that construction of the recyded water distribution system be in
accordance with all applicable State and local regulations.
DSRSD
Require compliance of recycled water distribution system with applicable
regulations of the DHS and the SFBR WQCB.
Condition of approval for recycled wat"r distribution system.
Approval of improvement plans.
DSRSD.
Why:
Who:
What:
Impact 3.S/M Recycled Water Storage Failure
Mitirration Measure 3.5/21.0: Desifrn/Enf!ineerinf! of W,:ter Storaf!e Basins
When:
To ensure that reservoir construction meets all applicable standards of
DSRSD and appropriate health agencies.
DSRSD/Department of Public Works.
Confirm the reservoir design and (;onstruction meets all applicable
standards.
Design phase.
Why:
Who:
What:
30
City of Dublin
May 't, 1993
Completion:
Verific:ation:
.-"
Eas Dublin Specific Plan &t GPA Em
Mitigation Monitoring Plan
Approval of improvement plans.
Department of Public WorksIDSRSD.
Impact 3.S/N Loss of Recyded Water System Pressure
Why:
Miti~ation Measure 3.5/22.0: Comoliance with DSRSD standards
Who:
What:
When:
Completion:
Verification:
To ensure that proposed recycled water pump stations meet all applicable
standards of DSRSD and include emergency power generation.
DSRSD/Department of Public Works.
Confirm compliance of pump station design with DSRSD standards. and
include emergency power generators.
Design phase.
ApprOval of improvement plans.
Department of Public Works.
Impact 3.5/0 Secondary Impacts from Recycled Water System Operation
Why:
Mitivation Measure 3.5/23.0: Salt Reduction
Who:
What:
When:
Completion:
Verification:
To ensure that recycled water projects meet any applicable salt mitigation
requirements of Zone 7.
DSRSD.
Coordinate with Zone 7 to confirm whether or not a recycled water system
in the Project area would require demineralization. .
Design Phase.
Approval of improvement plans.
DSRSD.
Impact 3.SjP Overdraft of Local Groundwater Resources
Why:
Mitil!ation Measure 3.5/24.0: (Policv 9-2) Annexation of Soecific Plan area to DSRSD
Who:
What:
When:
Completion:
Verification:
To expand DSRSD service boundaries to encompass the entire eastern .
Dublin Specific Plan/GPA area.
DSRSD.
Development of annexation application.
Condition of approval for planned development prezoning.
Prior to approval of detailed improvement plans.
DSRSD.
Why:
Miti~ation Measure 3.5/25.0: Connection to DSRSD Water Svstem
Who:
What:
When:
To encourage all development in the Project area to connect to the DSRSD
water system.
City of Dublin Public Works Department/DSRSD.
Inform all project applicants of preference for connection of new
development to the DSRSD system.
During preparation of tentative map.
31
City of Dublin
May 7. 1993
Completion:
Verification:
. .-.....
~
Eas Dublin Specific Plan & GPA Em
Mitigation Monitoring Plan
Prior to approval of final map.
City of Dublin Department of Public Works.
Impact 3.S/Q Increase in Demand for Water
Mitigation Measure 3.5/26.0: (Program 9.4 J Water Conservation
Why:
Who:
What:
When:
Completion:
Verification:
To require water conservation measllres to be designed into individual
projects.
Developers/City of Dublin Public Works Department/DSRSD.
Review project applications for im:orporation of water conservation
measures.
Condition of approval for tentative mnp.
Prior to approval of final map.
Department of Public Works.
Mitigation Measure 3.5/27.0: (Program 9BJ Water Recl'clinf!
Why:
Who:
What:
When:
Completion:
Verification:
To require water recycling measures be incorporated into individual
projects.
Developers/City of Dublin Public Works DepartmentjDSRSD.
Review projects for incorporation of DSRSD and Zone 7 recommendations
relating to the use of recycled water.
Condition of approval for tentative map.
Approval of detailed improvement plans.
Dublin Department of Public Works.
Why:
Mitigation Measure 3.5/28.0: Zone 7 lmorovements
Who:
What:
When:
Completion:
Verification:
To ensure that Zone 7 has water supply needed to meet requirements of the
Project.
Public Works Department/DSRSD/Zone 7.
Confirm status of Zone 7 water supply improvements.
Condition of approval for "will serve" letter.
Prior to approval of final map.
DSRSD/Public Works Department.
Mitigation Measure 3.5/29.0: New Zone 7 Turnouts
Why:
Who:
What:
When:
Completion:
Verification:
To provide for the construction of two additional turnouts from the Zone
7 Cross Valley Pipeline to serve the Eastern Dublin area.
Zone 7/DSRSD.
Construction of two additional tumoulS.
As nf~ded to provide adequate service to new development.
Ongoing.
DSRSD.
32
City of Dublin
May 1, 1993
'-,
--.
Bas Dublin Specific Plan &: GPA EIR
Mitigation Monitoring Plan
Mitirlalion Measure 3.5/30: Interconnections with ExistinS! Svstems
Why:
Who:
What:
When:
Completion:
Verification:
To provide for increased water source reliability, the Project water system
should be interconnected with existing adjoining systems.
DSRSD/Public Works Department.
Plan water system to interconnect with existing systems.
Ongoing as system within the Project area is built out.
Ongoing.
Public Works Department.
Why:
MitiS!ation Measure 3.5/31.0: Reimbursement for New DSRSD GrOW1dwater Wells
Who:
What:
When:
Completion:
Verification:
To provide a baCkup source of water supply to its Zone 7 source, DSRSD
will reimburse City of Pleasanton for construction and operation of new
groundwater wells south of the Project area.
DSRSD/City of Pleasanton.
DSRSD will reimburse City of Pleasanton for groundwater wells.
On schedule to be determined by DSRSD and the City of Pleasanton.
Ongoing.
DSRSD.
Impact 3.SjR Additional Water Treatment Plant Capacity
Why:
Mitirlalion Measure 3.5/32.0: Zone 7 PhasinS! for Water Treatment Svstem ImlJrovements
Who:
What:
When:
Completion:
Verification:
To meet increasing demands on its water system, Zone 7 has established a
phasing for water treatment system improvements.
Zone 7.
Implementation of phased improvements.
Pursuant to established schedule.
Pursuant to established schedule.
Zone 7.
Why:
MitiS!ation Measure 3.5/53.0: Constnu:tion of New Chlorination/Fluoridation Stations
Who:
What:
When:
Completion:
Verification:
To meet increased demand resulting from the project, DSRSD should
construct two new chlorination/fluoridation stations at the two proposed
Zone 7 turnouts to eastern Dublin.
DSRSDjZone 7.
Construction of two new stations.
As needed to provide adequate service, with the western turnout being
developed first. The eastern turnout would not be developed until
development of the eastern portion of the Project area.
On schedule to be determined by DSRSD and Zone 7.
DSRSD.
33
City of Dublin
May 'I, 1993
-,
Eas', i>ublin Specific Plan & GP A EIR.
Mitigation Monitoring Plan
Impact 3.5/S Lack of a Water Distribution System
Mitieation Measure 3.5/34.0: (Policv 9-1) Provision of an Adeauate Water SUDDlv Svstem
Why:
Who:
What:
When:
Completion:
Verification:
To provide an adequate water supply system and related improvements and
storage facilities for all new development in the Project area.
DSRb"DjDevelopers.
Require new development to build tb e water supply system needed per
DSRSD Master Plan and service standards.
Condition of approval for tentative map.
Prior to approval of Final Public Improvements Plan.
DSRSD/Department of Public Works.
Mitieation Measure 3.5/35.0: (Proeram 9C) Water Svstl?m Master Plan
Why:
Who:
What:
When:
Completion:
V erifica tion:
To ensure that DSRSD updates its water system master plan computer model
to reflect the adopted Specific PlanjGPA land uses.
City of DublinjDSRSD
Request that DSRSD update its water system master plan computer model.
As soon as possible after adoption of the Specific Plan/GPA.
Prior to the approval of a Public Improvement Plan for any new
development.
Public Works Department.
Mitieation Measure 3.5/36.0: (Proeram 9D) Combinine of Water Svstems
Why:
Who:
What:
When:
Completion:
Verification:
To consolidate the Camp Parks and Alameda County water systems and
turnouts with the DSRSD system.
City of Dublin Public Works Department/Camp Parks/ Alameda
County jDSRSD.
Encourage agencies to combine water !.ystems with DSRSD.
Ongoing from date of Project adoption.
Ongoing.
DSRSD.
Why:
Mitieation Measure 3.5/37.0: DSRSD Standards
Who:
What:
When:
Completion:
Verification:
To require that design and construction of all water system facility
improvements be in accordance with D-SRSD standards.
City of Dublin Public Works Department/DSRSD/Developers
Review each development proposal to verify that all water system facility
improvements conform to DSRSD stan,iards.
Condition of approval for Public Improvements Plan.
Prior to approval of Final Public Improvements Plan.
Public Works Department.
34
City of Dublin
May T, 1993
.,--,
. ""'""'
Easl Dublin Specific PJaII &; GP A EIR
Mitiption Monitoring Plan
Why:
Miti1!ation Measure 3.5/38.0: DSRSD Service
Who:
What:
When:
Completion:
Verification:
To require a "will serve" letter from DSRSD prior to issuance of a grading
permit.
City of DublinjDSRSDjDeveloper.
Commn receipt of a "will-serve" letter from DSRSD.
Condition of approval for tentative map.
Prior to approval of f1nal map.
Planning Department.
Impact 3.5/T Inducement of Substantial Growth and Concentration of Population
Why:
Miti1!ation Measure 3.5/39.0: Sizin1! of Water Distribution Svstem
Who:
What:
When:
Completion:
Verifkation:
To reduce the growth-inducing potential of water system expansion. the
water distribution system will be sized to accommodate only the estimated
water demands from approved land uses within the Project.
DSRSD.
Limit capacity of water distribution system to serve only the Project site.
Update of DSRSD water system master plan computer model.
Prior to the approval of a Public Improvement Plan for any new
development in the Project area.
Department of Public Works.
Impact 3.5/U Increase in Energy Usage through Operation of the Water Distribution System
Why:
Miti1!ation Measure 3.5/40.0: Ener1!v-Efficient Ol1eration of Water Distribution Svstem
Who:
What:
When:
Completion:
Verification:
To ensure that the water distribution system is planned, designed and
constructed for energy-efficient operation.
City of DublinjDSRSD.
Design and operation of energy efficient water distribution system.
Ongoing.
On-going.
Public Works Department.
Impact 3.5/V Potential Water Storage Reservoir Failure
Why:
Miti1!ation Measure 3.5/41.0: Desien/Enl!ineerin1! of Water Storal!e Basins
Who:
What:
WheD:
Completion:
Verification:
To require all reservoir construction to meet all the applicable standards of
DSRSD, to meet current seismic building standards, and to provide adequate
site drainage.
DSRSD.
Design basins to reduce failure potential.
Design phase.
Approval of improvement plans.
DSRSD.
35
Ciiy 01 Dublin
May 'I, 1993
-.
.-
Eas'. Dublin Specific Piau ok GP A EIR
Mitigation MoDitoring Plan
Impact 3.5/W Potential Loss of System Pressure
Mitieolion Measure 3.5/42.0: ComDliance With All DSRSD Standards
Why:
Who:
What:
When:
Completion:
Verification:
To require the proposed new water pump stations to meet all the applicable
standards of DSRSD and include emergency power generators at each pump
station.
City of Dublin/DSRSD.
Engineering provisions for emergenc~ conditions.
Design phase.
Approval of final improvement plans.
Public Works Department.
Impact 3.54/X Potential Pump Station Noise
Mitiflolion Measure 3.5/43.0: Reduction of Potential N.,ise
Why:
Who:
What:
When:
Completion:
Verification:
To include design provisions to pump stations that will reduce sound levels
from operating pump motors and emergency generators.
DSRSD.
Incorporate necessary engineering provisions in design of pump stations to
minimize operational noise.
Design phase.
Approval of final improvement plans.
Public Works Department.
Impact 3.S/Y Potential Flooding
Miti!!olion Measure 3.5/44.0: (Policv 9-7) Provision o( Draina!!e Facilities
Why:
Who:
What:
When:
Completion:
Verification:
To provide drainage facilities that will minimize any increased potential for
erosion or flooding.
Developers/DSRSD.
Review drainage facilities design to verify that erosion/flooding potential
will be minimized.
Condition of tentative map approval.
Approval of final grading and improvement plans.
Public Works Department.
Mitieolion Measure 3.5/45.0: (Policv 9-8) Nolural Channel 1m Drovements
Why:
Who:
What:
When:
Completion:
V erifica noo:
To require channel improvements couisting of natural creek bottoms and
side slopes with natural vegetation where possible.
Developers/Zone 7.
Review required channel improvements for their attempt to maintain
natural-appearing conditions while addressing the drainage requirements.
Condition of tentative map approval.
Prior to final grading plan approval.
Department of Public Works with input from Zoue 7.
36
City of Dublin
Mal" 7, 1993
.-.
--
Eas. . Dublin Specific: Plan '" GPA EIR
Mitigation Monitoring Plan
Mitit!ation Measure 3.5/46.0: (Proflram 9R) Storm Drainafle Master Plan
Why:
Who:
What
When:
Completion:
Verification:
To require the preparation of a Master Drainage Plan for each development.
Developers.
Preparation of Storm Drainage Master Plan.
Condition of tentative map approval.
Prior to final map approval.
Public Works Department.
Why:
Mitit!ation Measure 3.5/47.0: (Prot!ram 9S) Flood Control
Who:
What:
When:
Completion:
Verification:
To require Project area development to provide facilities to alleviate
potential downstream flooding due to Project area development.
Developers.
Provision of flood control improvements.
Condition of tentative map approval.
Prior to final map approval.
Public Works Department.
Why:
Mitiflation Measure 3.5/48.0: Construction of Storm Drainafle Facilities
Who:
What:
When:
Completion:
Verification:
To require the construction of the backbone drainage facilities consistent
with the Storm Drainage Master Plan.
Developers.
Construction of storm drainage facilities.
Condition of tentative map approval.
Prior to final map approval.
Public Works Department.
Impact 3.S/Z Reduced Groundwater Recharge
Why:
Mitit!ation Measure 3.5/49.0: (Policv 9-9) Protection and Enhancement of Water Resources
Who:
What:
When:
Completion:
Verification:
To plan facilities and management practices that protect and enhance water
Quality.
City of Dublin Public Works Department/Zone 7.
Oversight of facilities to protect and enhance water quality.
Condition of tentative map approval.
Prior to final map approval.
Public Works Department.
Why:
Mitit!ation Measure 3.5/50.0: Zone 7 Groundwater Recharfle Prof!ram
Who:
What:
To protect groundwater reso.urces, Zone 7 supports an ongoing groundwater
recharge program for the Central Basin.
City of Dublin Public Works Department.
Support Zone 7 groundwater recharge program, by encouraging recharge
areas within the Project area where feasible.
37
City or Dublin
May 7, 1993
When:
Completion:
Verification:
--.
Eas, Dublin Specific Plan & CPA EIR
Mitigation Monitoring Plan
Condition of tentative map approval.
Prior to final map approval.
Public Works Department.
Impact 3.SjAA Non-Point Sources of Pollution
MitiFation Measure 3.5/52.0: Community Education Pronams
Why:
Who:
What:
When:
Completion:
Verification:
To develop community-based progranlS to educate local residents and
businesses on methods to reduce nOD-point sources of pollution, and
coordinate such programs with. current Alameda County p~ograms.
City of Dublin Public Works Department.
Development/dissemination of informal ion to reduce non-point sources of
pollution.
Condition of tentative map approval
On-going
Public Works Department.
Why:
MitiFation Measure 3.5/53.0: "Best ManaFement PracticE~
Who:
What:
When:
Completion:
Verification:
To require all development to meet the r,aquirements of the City of Dublin's
"Best Management Practices" to mitigatEl storm water pollution.
City of Dublin Public Works Department.
Review proposed development plans 1:0 ensure that "Best Management
Practices" have been incorporated to reduce pollution.
During development review processing.
Prior to building permit approval.
Public Works Department.
Mitil!ation Measure 3.5/54.0: National Pollution DischarRe Elimination System Reouirements
Why:
Who:
What:
When:
Completion:
Verification:
To require all development to meet the water quality requirements of the
City of Dublin.s NPDES permit.
City of Dublin Public Works Departmeut. .
Review proposed development plans to ensure that NPDES requirements
have been incorporated to reduce pollution.
During development review processing.
Prior to building permit approval.
Public Works Department.
Mitieation Measure 3.5/55.0: Urban Rwzoff Clean Water PrOl!ram Reauirements
Why:
Who:
What:
When:
To require all development to meet the water quality requirements of the
Alameda County Urban Runoff Clean Water PrograIIl.
City of Dublin Public Works Department.
Review proposed development plans to ensure that the requirements of the
County.s Urban Runoff Clean Water Program have been incorporated to
reduce pollution.
During development review processing.
38
City or Dl1bliD
May T, 1998
Completion:
Verific:ation:
.-.
,
--.
\
Ea.. Dublin Specific Plan & GPA EIR
Mitigaf;ion Monitoring PIau
Prior to building permit approval.
Public Works Department.
SECTION 3.6: SOILS. GEOLOGY AND SEISMICITY
1. ImDacts ReQuirio2 Mitie:ation
This section identifies the following impacts requiring mitigation:
1M 3.6/B Earthquake Ground Shaking: Primary Effects
1M 3.6/C Earthquake Ground Shaking: Secondary Effects
1M 3.6/D Substantial Alteration to Project Site Landforms
1M 3.6/F Groundwater Impacts
1M 3.6/G Groundwater Impacts Associated with Irrigation
1M 3.6/H Shrinking and Swelling of Expansive Soils and Bedrock
1M 3.6/1 Natural Slope Stability
1M 3.6/J Cut-and-Fill Slope Stability
1M 3.6/K Erosion and Sedimentation: Construction-Related
1M 3.6/L Erosion and Sedimentation: Long-Term
2. Miti2ation ImDlementation and MooitonD!!: Proe:ram
Impact 3.6jB Earthquake Ground Shaking: Primary Effects
Why:
Mititration Measure 3.6/1.0: ImDlementation of Current Seismic Desitrn Standards
Who:
What:
When:
Completion:
Verific:ation:
To require the use of modern seismic design in construction of development
projects. and build in accordance with Uniform Building code and
applicable county and city code requirements.
DevelopersjPublic Works Department.
Review plans to ensure conformance to UBC and all other applicable codes.
Condition of tentative map approval.
Prior to final improvement plan/grading plan approval.
Public Works Department.
Impact 3.6/C Earthquake Ground Shaking: Secondary Effects
Why:
Mitieation Measure 3.6/2.0: Desifm Reouirements for Flat Areas
Who:
What:
When:
Completion:
Verification:
To provide setbacks from or modification of unstable and potentially
unstable landforms. and use of appropriate design to ensure seismic safety.
Developers/Public Works Department.
Verify that improvements have been located away from unstable landforms;
that potentially unstable landforms have been stabilized; and that
development plans conform 10 UBC and all other applicable codes.
Condition of tentative map approval.
Prior to final improvement plan/grading plan approval.
Public Works Department.
39
City or Dublin
May 7, 1993
-
-,
Baa. Dublin Specific Plan &: GPA Em
Miliga~on Monitoring Plan
Mitif!ation Measure 3.6/3.0: Desif!n Reouirements for Hi.'lside Areas
Why:
Who:
What:
When:
Completion:
Verifieadon:
To require appropriate grading and des:ign to completely remove unstable
and potentially unstable materials in hillside areas where development may
require substantial grading.
Developers/Public Works Department.
Verify that grading and design will remove unstable materials.
Condition of tentative map approval.
Prior to final improvement plan/grading plan approval.
Public Works Department.
Mitif!ation Measure 3.6/4.0: Desi!!n Reouirements for Hmside Fills
Why.
Who:
What:
When:
Completion:
Verifieation:
To use engineering techniques and ;:mprovements. such as retention
structures. drainage improvements, properly designed keyways. and
adequate compaction to improve the stability of fill areas and reduce
seismically induce fill settlement.
Developers/Public Works Department.
Require engineered retention structure:;. surface and subsurface drainage
improvements.
Condition of tentative map approval.
Prior to final improvement plan/gradin~ plan approval.
Public Works Department.
Mitif!ation Measure 3.6/5.0: Desirln Reauirements for Fr.rI Settlement
Why.
Who:
What:
When:
Completion:
Verirication:
To use engineering techniques and improvements. such as retention
structures. drainage improvements, properly designed keyways. and
adequate compaction to improve the stability of fill areas and reduce
seismically induce fill settlement.
Developers/Public Works Department.
Require engineered retention structure:.. surface and subsurface drainage
improvements.
Condition of tentative map approval.
Prior to final improvement plan/grading plan approval.
Public Works Department.
Miti!!ation Measure 3.6/6.0: Desi!!n Reouirements (roads. structural fOlDldations and
under!!round utilities) for Fill Settlement
Why:
Who:
What:
When:
Completion:
To design roads, structural foundations, and underground utilities to
accommodate estimated settlement without failure, especially across
transitions between fills and cuts. and to remove or reconstruct potentially
unstable stock pond embankments in development areas.
DevelopersjPublic Works Department.
Verify the effectiveness of improvements to ensure the stability of proposed
roads, structural foundations and underground utilities.
Condition of tentative map approval.
Prior to final improvement plan/grading plan approval.
40
City or Dublin
May 7, 1993
Verific:ation:
---.
-..
Eas.. Dublin Specific Plan & GPA EIR
Mitigation Monitoring Piau
Public Works Department.
Why:
Miti!!at;on Measure 3.6/7.0: Desi1!1l-Le."el Geotechnical Investi!!ations
Who:
What:
When:
Completion:
Verifieation:
To require all development projects in the Project area to perform design
level geotechnical investigations prior to issuing any permits.
Developers/Public Works Department.
Confirm receipt of geotechnical investigations (ie. stability analysis of
significant slopes and displacement analysis of critical slopes) in conjunction
with final design of improvements.
Condition of tentative map approval.
Prior to final improvement plan/grading plan approval.
Public Works Department.
Why:
Mitiflation Measure 3.6/8.0: EarthQUake PreDaredness Plans
Who:
What:
When:
Completion:
Verification:
To provide for the development of earthquake preparedness plans and the
dissemination of appropriate emergency measures to all Project residents
and employees.
City of Dublin Planning Department.
Develop earthquake preparedness plan. and prepare public information
strategy.
Within two years of adoption of the Specific Plan/GPA.
Prior to substantial development in the Project Area.
Planning Department
Impact 3.6/D Substantial Alteration to Project Site Landforms
Miti!!ation Measure 3.6/9.0: Grad;,,!! Plans to Reduce Landform Alteration
Why:
Who:
What:
When:
Completion:
Verifieation:
To reduce alteration to existing landforms through the preparation of
grading plans that adapt improvements to natural land forms and
implementation of such techniques as partial pads and retaining structures.
Developers/Public Works Department.
Review grading plans to ensure that they do not result in unnecessary or
avoidable alterations. to existing landforms.
Condition of tentative map approval.
Prior to issuance of grading permit.
Public Works Department.
Why:
Mitiflation Measure 3.6/10.0: Sitinfl of [mDrovements
Who:
What:
When:
To reduce landform alteration by carefully siting individual improvements
to avoid adverse conditions and thus the need for remedial grading.
Developers/Public Works Department.
Review proponents geotechnical investigation to determine if improvements
have been sited to reduce the need for grading.
Prior to submittal of tentative map.
41
Cily or Dublin
May 1, 1993
Completion:
Verification:
.-.
-.
Eaa. . Dublin Specific Piau ok GPA EIR
Mitigatiou Monitoring Piau
Prior to issuance of grading permit.
Publil: Works Department.
Impact 3.6/F Groundwater Impacts
Impact 3.6/G Groundwater Impacts Associated with Irrigation
Mitiflation Measure 3.6/11.0: Geotechnical lnvestiflations to Locate and Characterize
Groundwater ConditionL
Why:
Who:
What:
When:
Completion:
Verifkation:
To prepare detailed design level geotecl1l1ical investigations on development
sites within the Project area. to locnte and characterize groundwater
conditions and formulate design criteria and measures to mitigate adverse
conditions.
Developers/Public Works Department.
Verify the preparation of geotechnical investigations to locate and
characterize groundwater conditions.
One year prior to construction.
Prior to issuance of grading permit.
Public; Works Department.
Mitiflation Measure 3.6/12.0: Construction of Subdrain .5'vstems
Why:
Who:
What:
When:
Completion:
Verification:
To reduce groundwater impacts, subdrain systems including drainage pipe
and permeable materials can be constru:ted.
Developers/Public Works Department.
Construct subdrain systems to control groundwater impacts.
Condition of tentative map approval.
Prior to issuance of grading permit.
Publi<: Works Department.
Mitiflation Measure 3.6/13.0: Stock Ponds and Reservoir'i..
Why:
Who:
What:
When:
Completion:
Verification:
To reduce groundwater impacts, stock pond embankments should be
removed and reservoirs drained in development areas.
Developers/Public Works Department.
Remove stock pond embankments and drain reservoirs within development
areas.
Condition of tentative map approval.
Prior to final improvement plan/gradin:~ plan approval.
Publi<: Works Department.
Impact 3.6/H Shrinking and Swelling of Expansive Soils aDd Blldrock
Miliflation Measure 3.6/14.0: Geotechnicallnvestif!ation
Why:
To prepare design level geotechnical investigations for development projects
in the Project area to characterize site-specific soils and bedrcx:k conditions,
and to formulate appropriate design cri':eria.
42
City of Dublin
May 7,1993
Who:
What:
Wheo:
Completion:
Verification:
.-'"
.-.
Eaa Dublin Specific Plan & GPA Em.
Mitigation MoDitoriag Plan
DevelopersjPublic Works Department.
Confirm the preparation of geotechnical investigations to characterize site-
specific soils and rock conditions, and the development of appropriate
design solutions.
Condition of tentative map approval.
Prior to final improvement plan/grading plan approval..
Public Works Department.
Mitiflation Measure 3.6/15.0: Moisture Control Measures
Why:
Who:
What:
When:
Completion:
Verification:
To reduce the potential for impact resulting from expansive soils and rock,
by implementing measures to control moisture in the ground.
Developers/Public Works Department.
Verify the appropriate application of moisture conditioning; construction of
surface and subsurface drainage to control infiltration; lime treatment.
Condition of tentative map approval.
Prior to issuance of building permits.
Public Works Department.
MitiflaJion Measure 3.6/16.0: Foundation and Pavement Desitm
Why:
Who:
What:
When:
Completion:
Verification:
To reduce the potential effects of expansive soil and rock through
appropriate foundation and pavement design.
DevelopersjPublic Works Department.
Verify that structural foundations have been located below the zone of
seasonal moisture change; the use structurally supported floors; the use of
non-expansive fill beneath structure slabs and asphaltic concrete.
Prior to submittal of tentative map.
Prior to final improvement plan/grading plan approvaL
Public Works Department.
Impact 3.6/1 Natural Slope Stability
Why:
Mitiflation Measure 3,6/17.0: Geotechnical InvestiflaJions
Who:
What:
When:
Completion:
V erifica tion:
To characterize site-specific slope stability conditions and to formulate
appropriate design criteria, development within the Project area should
prepare design level geotechnical investigations.
DevelopersjPublic Works Department.
Confirm the preparation of geotechnical investigations to characterize slope
stability conditions and identify appropriate design solutions.
Condition of tentative map approval.
Prior to final improvement plan/grading plan approval.
Public Works Department.
Why:
Mitieation Measure 3.6/18.0: Sirine of ImDrovements
To avoid impacts from unstable Slopes by siting development away from
43
City of Dublin
M~y7, 1993
Who:
What
When:
Completion:
Verification:
.----.
.-,
Ear. Dublin Specific Plan &: GPA EIR
Mitiga\:ion MoDitoriDg Plan
unstable landforms and from slopes greater than 30%, and providing lower
density development in steep. unstable areas.
Developers/Public Works Department.
Confirm that plans avoid siting improvements downslope or on unstable and
potentially unstable landforms or on 3('%+ slopes.
Condition of submittal of tentative map.
Prior to final map approval.
Public Works Department.
Mitieation Mel1$W'e 3.6/19.0: Desien MellSUYes fOT ImD"ovements on. below. OT adiacent to
Unstable Slopes
Why:
Who:
What
When:
Completion:
Verification:
To implement measures such as remclving, reconstructing, or repairing
unstable areas, or structural engineerbg, when unstable areas cannot be
avoided. . .
Developers/Public Works Department.
Review for appropriateness and safe~ the measures suggested to resolve
areas with steep and/or unstable slopes.
Prior to approval of tentative map.
Prior to final improvement planjgradil.g plan approval.
Public Works Department.
Impact 3.6/J Cut-aod-Fill Slllpe Stability
Mitif!ation Measure 3.6/20.0: Minimizinrr Gradinrr
Why:
Who:
What:
When:
Completion:
Verification:
To require grading plans for hillside areas, which plans minimize grading
and required cuts and fills by adapting roads to natural landforms and
stePping structures down steeper slop~.
DevelopersjPublic Works Department.
Review plans to determine if proposed development has attempted to
minimize grading.
Condition of tentative map approval.
Prior to issuance of grading permit.
Public Works Department.
Mitif!ation Measure 3.6/21.0: Conformance of Gradin!? Plans to UBe
Why:
Who:
What:
When:
Completion:
Verification:
To require compliance with the mininum requirements of the Uniform
Building Code and applicable County and City code requirements.
Developers/Public Works Department.
Verify that grading plans conform to c:hapters 70 and 22 of the Uniform
Building Code and to other applicable I:odes.
Condition of tentative map approval
Prior to issuance of grading permit.
Public Works Department.
44
Cit7 of Dublin
May 7. 1993
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Eas Dublin Specific PIau ok GPA Em
Mitigation MomtoriDg Plan
Mitigation Measure 3.6/22.0: Avoidance of Unretail1ed Cut SloDes Greater Than 33%
Why:
Who:
What:
When:
Completion:
Verific:ation:
To require that unretained cut slopes should not exceed 3:1 unless detailed,
site-specific"geotechnical investigations indicate that steeper inclinations are
appropriate and safe.
Developers/Public Works Department.
Confirm that project avoids unretained cut slopes greater tban 3:1; uses
retaining structures to reduce grading on slopes greater than 3:1; and
provides benches and subsurface drainage on cut slopes where applicable.
Condition of tentative map approval.
Prior to issuance of grading permit.
Public Works Department.
Mitieation Measure 3.6/23.0: Measures for SloDes Greater Than 20%
Why:
Who:
What:
When:
Completion:
Verific:ation:
To require that slopes steeper than 5:1 should be keyed and benched into
competent material and provided with subdrainage, prior to placement of
engineered fill.
Developers/Public Works Department.
Confirm that appropriate measures have been taken in areas where slopes
are greater than 20% are to be disturbed.
Condition of tentative map approval.
Prior to issuance of grading permit.
Public Works Department.
Mitirration Measure 3.6/24.0: Measures for SloDes Greater Than 50%
Why:
Who:
What:
When:
Completion:
Verification:
To require that unreinforced fill slopes should be no steeper than 2:1 and
provided with benches and surface drainage, as appropriate.
Developers/Public Works Department.
confirm that appropriate measures have been incorporated where
unreinforced fill slopes greater than 2:1 are involved.
Condition of tentative map approval.
Prior to issuance of grading permit.
Public Works Department.
Mitiflation Measure 3.6/25.0: ComDaction of Fill
Why:
Who:
What:
When:
Completion:
Verifica1ion:
To require that fill be engineered (compacted) to at least 90 percent relative
compaction.
Developers/Public Works Department.
Ensure that fill will be compacted to at least 90 percent relative compaction
Condition of tentative map approval.
Prior to issuance of grading permit.
Public Works Department.
45
City of Dublin
May 7, 1993
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EasDublin Specific Plan &; GPA Em
Mitigation Monitoring Plan
Mitirration Measure 3.6/26.0: PreDaration and Submittal cd Subsurface Draina~e InsDection
Plans
Why:
Who:
What:
When:
Completion:
Verification:
To require that development projects prepare plans for the periodic
inspection and maintenance of subsurface drainage features, and the
removal and disposal of materials deposited in surface drains and catch
basins.
Developers/public Works Department.
Confirm that plans have been prepared and submitted for the periodic
inspection and maintenance of subsurfac:e and surface drainage facilities.
Condition of tentative map approval.
Prior to issuance of grading permit.
Public Works Department.
Impact 3.6/K Erosion and Sedimentation: Construction-Related
Miti!!atio" Measure 3.6/27.0: Tim;"!! of Grad;n!! Activitie~
Why:
Who:
What:
When:
Completion:
Verific:ation:
To require that grading activities be time,1 to avoid the rainy season as much
as possible, and that interim control measures be implemented to control
runoff and reduce erosion potential.
Developers/Public Works Department.
Review interim control measures to prevent runoff, control runoff velocity
and trap silt for effectiveness.
Prior to issuance of grading permit.
Prior to issuance of grading permit.
Public Works Department.
Impact 3.6/L Erosion and Sedimentation: Long-Term
Miti!!ation Measure 3.6/28.0: Lon~-Term Control Measures
Why:
Who:
What:
When:
Completion:
Verification:
To reduce long-term erosion and sediinentation impacts through appropriate
design, construction, and continued maintenance of surface and subsurface
drainage.
Developers/Public Works Department.
Review adequacy of long-term I~ntrol measures based upon
recommendations. of geotechnical consul.tants.
Condition of tentative map approval.
Prior to issuance of grading permit.
Public Works Department.
46
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City of Dublin
May T, 1993
Eas. Dublin Speeific Plan" GPA EIR
Mi~ioD Monitoring Plan
SEcnON 3.7: BIOLOGICAL RESOURCES
1. ImDaets Reauirio2 Miti2atioo
This section identifies the following impacts requiring mitigation:
1M 3.7/ A Direct Habitat Loss
1M 3.7/B Indirect ImpactS of Vegetation Removal
1M 3.7/e Loss or Degradation of Botanically Sensitive Habitat
1M 3.7/0 San Joaquin Kit Fox
1M 3.7/F Red-Legged Frog
1M 3.7/G California Tiger SlIl~m~nder
1M 3.7{H Western Pond Turtle
1M 3.7/1 Tri-Colored Blackbird
1M 3.7/J Golden Eagle: Destruction of Nesting Site
1M 3.7/K Golden Eagle: Elimination of Foraging Habitat
1M 3.7{L Golden Eagle and Other Raptor Electrocutions
1M: 3.7/M Burrowing Owl
1M 3.7{N American Badger
1M 3.7/0 Prairie Falcon, Northern Harrier, and Black-Shouldered Kite
1M 3.7/P Sharp-Shinned Hawk and Cooper's Hawk
1M 3.7 /S Special Status Invertebrates
2. Mitieatioo ImDlemeotatioD and Monitorin2 Prooram
Impact 3.7/ A Direct Habitat Loss
Miti1!ation Measure 3.7/1.0: (Policv 6-21) Avoidine Disturbance/Removal of Verretation
Who:
What:
To ensure that direct disturbance or removal of trees or native vegetation
cover should be minimized and be restricted to those areas actually
designated for the construction of improvements.
Developers/Planning Department.
Review plans to verify that disturbance/removal of vegetation has been kept
to a minimum.
Prior to approval of tentative map.
Prior to approval of final map.
Planning Department.
Why:
When:
Completion:
Verification:
Mitirration Measure 3.712.0: (Policv 6-23) Vef!etation Manarlement Plans
Why:
To provide for the preparation of vegetation enhancement/management
plans for all open space areas (whether held publicly or privately) with the
intent to enhance the biologic potentia! of the area as wildlife habitat.
Developers/Planning Department.
Ensure that vegetation management plans have been prepared for designated
open space areas.
Prior to approval of tentative map.
Prior to approval of final map.
Planning Department.
Who:
What:
When:
Completion:
Verification:
47
Ci'Y of Dublin
May 7. 1993
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Eas. DubliD Specifie Plan ok GP A Em
MitigatioD Monitoring Plan
Mitigation Measure 3.7/3.0: (Action Pro~ram 60} Reverretation Plan
Why:
Who:
What:
When:
Completion:
Verification:
To require a detailed revegetation/restoration plan to be developed for all
disturbed areas that are to remain undl~veloped.
Developers/Planning Department.
Ensure that revegetation/restoration plans have been prepared for disturbed
areas. .
Prior to approval of final map.
Prior to approval of grading plans.
Planning Department.
Mitieation Measure 3.7/4.0: Grazine Manaeement Plm::
Why:
Who:
What:
When:
Completion:
Verifieation:
To require the City to develop and implement grazing management plans to
protect riparian and wetland areas, increase plant diversity, and encourage
the recovery of native plants.
Planning Department.
Prepare a Grazing Management Plan and develop a strategy for
implementation.
Upon annexation.
As soon as possible after annexations.
Planning Department.
Impact 3.7/B Indirect Impacts of Vegetation Removal
MitiJ?ation Measure 3.7/5.0: (Policv 6-22) Relletletatitm_
Why:
Who:
What:
When:
Completion:
Verifiealion:
To ensure that all areas of disturbance He revegetated as quickly as possible
to prevent erosion.
Developers/Planning Department.
I) Planning Department will ensure tba': revegetation plans include schedule
for replanting.
2) Building Inspectors will ensure that revegetation occurs on schedule.
I) Prior to approval of revegetation plans.
2) After site grading.
1) Prior to approval of final grading plans.
2) Completion of revegetation.
Planning Department/Public Works.
Impact 3.7/e Loss or Degradation of Botanically Sensitive Hahitat
Mitieation Measure 3.7/6.0: (Policv 6-9) Preser"Fation (;( Hvdrolo!!ic Features
Why:
Who:
What
When:
To require the preservation of natunJ stream corridors. ponds, springs,
seeps. and wetland areas wherever pos:;ible.
Applicants/Planning Department.
Ensure that California Department of Fish and Game and Army Corps of
Engineers (COE) have been consulted tl) determine jurisdiction and provide
recommendations.
During processing of prezoning and ar,nexation applications.
48
City of Dublin
May 7, 1993
Completion:
Verificatioo:
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Eall. Dublin Specific PIllA & GP A EIR
Mitigation MODiwl"iDg Plan
Prior to approval of final map.
Planning Department.
Mitisration Measure 3.7/7.0: (Policv 6-10) Preservation of RiDQrian and Wetlands Areas
Why:
Who:
What:
When:
Completion:
Verificatioo:
To require the incorporation of riparian and wetland areas into project open
space areas, and ensure that loss of riparian or wetland habitat will be
mitigated per Department of Fish and Game/Corps of Engineers.
Developers/Planning Department.
1) Planning Department will ensure that riparian and wetland areas are
incorporated into open space areas wherever feasible, and that revegetation
plans provide appropriate mitigation for loss of riparian/wetlands habitat.
2) Planning Department in conjunction with appropriate agency will ensure
that mitigation occurs as planned.
1) Prior to approval of revegetation plans.
2) After site grading.
1) Prior to approval of final grading plans.
2) Completion of revegetation.
Planning Department.
Mitisration Measure 3.7 /8.0: (Polic'V 6-11) VeJretation of Stream Corridors
Why:
Who:
What:
When:
Coinpletion:
Verification:
To require that all stream corridors be revegetated with native plant species
to enhance their natural appearance and improve habitat values.
DevelopersjPlanning Department.
1) Planning Department will ensure that revegetation pl~s provide for the
revegetation of stream corridors.
2) Planning Department in conjunction with appropriate agency will ensure
that revegetation occurs as planned.
1) Prior to approval of revegetation plans.
2) After site grading.
1) Prior to approval of final grading plans.
2) Completion of revegetation.
Planning Department.
Mitisration MeasU1'e 3.7 /9.0: (Policv 6-]2) Ensrineerinf! for Storm Runoff
Why:
Who:
What:
When:
Completion:
Verification:
To ensure that storm runoff is carried in natural stream channels wherever
possible, rather than replacing with underground drainage systems.
Applicants/Public Works Department.
Ensure that storm runoff plans preserve/utilize natural stream channels as
effectively as possible.
Prior to tentative map approval.
Final map approval.
Public Works Department.
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City or Dublin
May 7. 1993
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Eaa. Dublin Specific Plan &; GP A EIR
Mi~igation Moni~oriDg PIau
Mitif!ation Measure 3.7//0.0: fPolicv 6-13) DDen SDace Corridor Svstem
Why:
Who:
What:
When:
Completion:
Yerification:
To establish a stream corridor system that provides multi-purpose open
space corridors capable of accommodating wildlife and pedestri~
circulation.
DevelopersjPlanning Department.
Planning Department, with consultation from CDFG, will ensure that plans
provide for the effective preservation/enhancement of stream corridors as
multi-purpose corridors.
Prior to approval of tentative map.
Prior to approval of final grading plans.
Planning Department.
Mitif!ation Measure 3.7/ Il.O: fProf!ram 6E) Submittal of Wetlands Delineation
Why:
Who:
What:
When:
Completion:
Verifieation:
To require all project applicants to submit a multi-parameter wetlands
delineation to the COE for verification and jurisdictional establishment, and
submit plans for proposed alteration to an:, watercourse to the DFG for their
review and approval.
Applicants/Planning Department.
Verify submittal of multi-parameter wellands delineation to the Corps of
Engineers, and submittal of plans stremncourse alteration plans to the
Department of Fish and Game.
Condition of approval for tentative map.
Final map approval.
Planning Department.
Mitif!ation Measure 3.7/12.0 fProf!ram 6F) Comnrehensive Stream Corridor Restoration
Pro!!ram
Why:
Who:
What:
When:
Completion:
Verifieation:
To provide for the development of a comprehensive stream corridor.
restoration program that identifies a de1ailed set of criteria for grading,
stabilization and revegetation of planning area stream channels.
Planning Department/Public Works/ZoQf: 7 !Department of Fish and Game
Develol) a comprehensive stream corrido:~ restoration program.
During processing of prezoning and anne xation applications.
Prior to tentative map approval.
Planning Department.
Miti!!ation Measure 3.7 /13.0: fProflram 60) Dedication oJ' Land and ImlJrovements
Why:
Who:
What:
When:
Completion:
To provide for the dedication of land and improvements (i.e.., trails,
revegetation, etc.) along both sides of s1ream corridors as a condition of
project approval.
Developers/Planning Department.
Requim dedication of land and improvements along both sides of stream
corridors.
Condition of tentative map approval.
Prior to Final map approval.
50
City of Dublin
May 1, 1993
Verification:
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Eas. Dublin Specific Plan It GPA EIR
Mitigation Monitoring Plan
Planning Department.
Miti!!ation Measure 3.7/14.0: (Pro!!ram 6H) Sedimentation Control Ordinance
Why:
Who:
What:
When:
Completion:
Verific:ation:
To provide for the enactment of an erosion and sedimentation control
ordinance establishing performance standards to ensure maintenance of
water quality and protection of stream channels.
Public Works Department.
Enactment and enforcement of a sedimentation control ordinance.
During processing of prezoning and annexation applications.
Prior to tentative map approval of the Project site.
Public Works Department.
Mitirration Measure 3.7/15.0: (Prorrram 6K) Liaison with Resource Ma:na!!ement A{!encies
Why:
Who:
What:
When:
Completion:
Verific:ation:
To establish a liaison between the City and resource management agencies
for the purpose of monitoring compliance with Specific Plan policies.
Planning Department.
Establish and maintain a liaison with resource management agencies. Set up
a meeting with agency representatives to review with them the adopted plan
and points at which their input will be important.
As soon as possible after adoption of the Specific PlanjGPA.
Oil-going.
Planning Department.
Miti{!ation Measure 3.7/16.0: Protection of Existinf! Sensitive Habitats
Why:
Who:
What:
When:
Completion:
Verification:
To require that sensitive habitat areas will be avoided and protected
wherever feasible.
Developers/planning Department.
Verify that land use proposals avoid and protect existing sensitive habitat
areas.
Upon submittal of tentative map.
Condition of final project approval.
Planning Department.
Miti!!ation Measure 3.7/17.0: Construction Near Draina{!es Durin!! the Drv Season
Why:
Who:
What:
When:
Completion:
Veririealion:
To require construction near drainages to take place during the dry season.
Developers/Public Works Department.
Require that construction near drainages take place only during the dry
season.
Upon submittal of tentative map.
Condition of approval of building permit or grading permit.
Public Works Department.
51
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City or Dublin
May 7. 1993
Bas. Dublin Specific Plan ~ GPA EIR
Mitigation Monitoring Plan
Impact 3.7/D San Joaquin Kit Fox
MititrationMeasure 3.7 118.0: USFWS Section? ConsultatlOnlCDFG Section 2053 Consultation
Why:
To require all development in the Project area to comply with the Eastern
DubLin.San Joaquin Kit Fox Protectioll Plan.
DevelopersjPlanning Department.
Verify that development plans are consistent with ~e prov1S1ons and
proce-.dures set forth in the Eastern Duhlin San Joaquin Kit Fox Protection
Plan.
Condition of tentative map approval.
Final map approval.
Planning Department.
Who:
What:
When:
Completion:
Veri fica tion:
Mititration Measure 3.7118.1: Kit Fox Habitat Manaf!em.ent Plan
Why:
To provide for cooperation between the City and other appropriate agencies
in the preparation of a Kit Fox Habita.: Management Plan.
Planning Department. .
Contact Department of Fish and Game about the City's interest in
participating in the establishment of a habitat management plan with other
jurisdictions in the region.
Upon adoption of the Specific Plan/GPA.
Ongoing.
Planning Department.
Who:
What:
When:
Completion:
Verification:
Mititration Measure 3.7119.0: (Protrram 6N) Restriction on use of Rodemicides/Herbicides
Why:
To restrict the use of rodenticides and herbicides within the Project area in
order to reduce potential impacts to wildlife.
Public Worksj Alameda County Department of Agriculture.
Monitor use of rodenticides/herbicides on Project site. Require any
poisoning programs to be done in cooperation with and under supervision
of the County Department of Agriculture.
Ongoing as a condition of project appr,)val.
On-going.
Public Works Department.
Who:
What:
When:
Completion:
Verification:
Impact 3.7jF Red-Legged Frog
Impact 3.7jG California Tiger Salamander
Impact 3.7/H Western Pond Turtle
Impact 3.7/1 Tri-Colored Blackbird
Mitil!ation Measure 3.7120 0: (Pr01!ram 6L) Pre-Constmction Survev
Why:
To require developers to conduct a pre- construction survey within 60 days
prior to habitat modification to verify the presence of sensitive species.
Developers/Planning Department
Review results of pre-construction sur"eys.
Who:
What:
52
City or Dublin
May 7, 1995
When:
Completion:
Verification:
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Eas. . Dublin Spegfic PlaD &I GP A Em
Mitigation Monitoring Plan
60 days prior to habitat modification.
Prior to grading plan approval.
Planning Department.
Mitillation MeasuTe 3.7/21.0: Habitat Protection
Why:
Who:
What:
When:
Completion:
Verification:
To ensure the protection and enhancement of sensitive species habitat areas.
DevelopersjPlanmng Department.
Review plans to ensure compliance' with Mitigation Measures 3.7/2.0,
3.7/3.0, and 3.7 /6.0-3.7{18/0 inclusive.
Prior to tentative map approval.
Prior to grading plan approval.
Planning Department.
Mitieation Measure 3.7/22.0: Buffer Zones
Why:
Who:
What:
When:
Completion:
Verification:
To require the maintenance of a buffer around breeding sites of the red-
legged frog, California tiger salamander, and the Western pond turtle.
Developers/Public Works.
Maintenance of minimum buffer around breeding sites identified during the
pre-construction surveys.
Condition of grading plan approval.
End of construction.
Public Works Department.
Impact 3.7/ J Golden Eagle: Destruction of Nesting Site
Mitieation Measure 3.7 /23.0: (Policv 6-20) Golden Ea1!le Protection Zone
Why:
Who:
What:
When:
Completion:
Verification:
To ensure that a natural open space zone (Golden Eagle Protection Zone) is
maintained around the golden eagle nest located in the northeast corner of
the planning area.
Developers/Planning Department.
Review development plans to ensure that a protection zone is maintained
around the golden eagle nest.
Condition of tentative map approval.
Final map approval.
Planning Department.
Mitif!ation Measure 3.7 /24.0: Golden Eallle Protection Zone: Additional TemTJoral Buffer
Why:
Who:
What:
To require that during the golden eagle reproductive period, an additional
temporal buffer will be established within 250 feet of the Golden Eagle
Protection Zone.
DevelopersjPublic Works Department.
Monitor construction activities to ensure that the temporal buffer around
golden eagle protection zone is maintained during the period between July
and January.
53
City of Dublin
May 7, 1993
When:
Completion:
Verification:
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Eas. Dublin Spedfic P1an & GPAEm
Mitigation MoDitoriDg Plan
During construction near the golden eaJ~e protection zone.
Following reproductive period or end of construction, whichever occurs
first.
Public Works Department.
Impact 3.7/K Golden Eagle: Elimination of Foraging Habitat
Mitieation Measure 3.7/15.0: Preservation of Forame HabiUlt
Why:
Who:
What:
When:
Completion:
Verification: .
To provide suitable forage for the goIden eagles, the Project maintains
substantial rural residential/agricultural acreage.
Planning Department.
Ensure that future plans do not reduce habitat area.
Condition of tentative map approval.
Final map approval.
Planning Department.
Impact 3.7 /L Golden Eagle and Other Raptor Electrocutions
Miti1!ation Measure 3.7/26.0: (Pro1!ram 6MJ Undert!rowuiint! of Transmission Lines
Why:
Who:
What:
When:
Completion:
Verification:
To require the placement of all transmission lines underground whenever
feasible, to avoid the potential for raptClr electrocutions.
Public Works Department.
Under-grounding of transmission lines.
Condition of approval for Public Improvements Plan.
Final Improvements Plan approval.
Public Works Department.
Impact 3.7/M Burrowing Owl
Impact 3.7 IN American Badger
Miti1!ation Measure 3.7/27.0: Buffer Zones
Why:
Who:
What:
When:
Completion:
Verification:
To require a minimum buffer be mail.tained around nesting sites of the
burrowing owl and breeding sites of the American badger during the
breeding season to avoid direct loss of individuals.
DevelopersjPublic Works Department.
Maintenance of a minimum buffer (at least 300 feet) around nesting sites
(either known or those identified in the pre-construction surveys)
During construction.
Following reproductive period or end of construction, whichever occurs
first.
Public Works Department.
Impact 3.110 Prairie Falcon, Northern Harrier, and Black-Shouldered Kite
Mitigation Measure 3.7/25.0 mitigates impacts to these species. Refer to monitoring of that
54
City or Dublin
May 1, 1993
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Ea&.. Dublin Specific Plan &; GP A EIR
Mitigation MomtoriDg Plan
mitigation measure.
Impact 3.7 /P Sharp-Shinned Hawk and Cooper's Hawk
Mitigation Measures 3.7/6.0-3.7/17.0 and 3.7/21.0 are applicable. Refer to monitoring of
those mitigation measures.
Impact 3.7/S Special Status IJlVertebra~es
Mititration Measure 3.7/28.0: Pre-construction Survevs
Why:
To require developers to conduct a pre-construction survey within 60 days
prior to habitat modification to verify the presence of sensitive species.
Developers/planning Department
Review results of pre-construction surveys.
60 days prior to habitat modification.
Prior to grading plan approval.
Planning Department.
Who:
What:
When:
Completion:
Verific:ation:
SECTION 3.8: VISUAL RESOURCES
1. ImDac:ts Reauirine Mitieation
This section identifies the following impacts requiring mitigation:
1M 3.81 A Standardized "Tract" Development
1M 3.S/B Alteration of Rural/Open Space Visual Character
1M 3.S/e Obscuring Distinctive Natural Features
1M 3.8/D Alteration of Visual Quality of Hillsides
1M 3.8IE Alteration of Visual Quality of Ridges
1M 3.8/F Alteration of Visual Quality of Flatlands
1M 3.8/G Alteration of Visual Quality of Watercourses
1M 3.8/H Alteration of Dublin.s Visual Identity as a Freestanding City
1M 3.8/1 Scenic Vistas
1M 3.B/J Scenic Routes
2. Mitieation ImDlementatioD and Monitorial! Proeram
Impact 3.8/ A StaDdardized "Tract" Development
Mitieation Measure 3.8/ J.O: Visuallv Distinctive Communitv
Why:
To establish a visually distinctive community which preserves the character
of the natural landscape by protecting key visual elements and maintaining
views from major travel corridors and public spaces.
Planning Department/Developers.
Ensure development proposals comply with design guidelines set forth in
Who:
What:
55
City of Dublin
May 'I, 1995
When:
Completion:
Verifieation:
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Eas. h>ublin Specific Plan & GPA EIR
Mitigation MonitoriDg Plan
Chapter 7: Community Design of the specific Plan.
Prior to approval of prezoning.
Final map approval.
Planning Department.
Impact 3.8/B Alteration of Rural/Open Space Visual Character
Why:
Mitil!01ion Measure 3.8/2.0: ImDlementation of Land USI~ Plan
Who:
What:
When:
Completion:
Verification:
To ensure implementation of the Specific Plan/GPA land use plan, which
was developed to retain predominant natural fe~tures and a sense of
openness.
Applicants/Planning Department.
Ensure that development proposals emphasize retention of predominant
natural features and preservation of a SEnse of openness.
Prior to approval of prezoning.
Final map approval.
Planning Department.
Impact 3.8/C Obscuring DistiDctive Natural Features
Why:
Mitil!01ion Measure 3.8/3.0: (Policv 6-28) Preservation of natural features
Who:
What:
When:
Completion:
Verification:
To require the preservation of the natural open beauty of the hills and other
important visual resources.
Applicants/Planning Department.
Ensure that development proposals preserve the natural open beauty of the
hills alld other important visual resources on the site.
Prior to approval of prezoning.
FinallDap approval.
Planning Department.
Impact 3.8/D Alteration of Visual Quality of Hillsides
Mitillation Measure 3.8/4.0: (Policv 6-32) Reduction of visual imDacts due to extensive
l!radinll
Why:
Who:
What:
When:
Completion:
Verification:
To reduce the visual impact of extE,nsive grading through sensitive
engineering design that uses gradual traDliitions from graded areas to natural
slopes and revegetation.
Developers{planning Department.
Review plans to ensure implementation (If sensitive engineering design and
revegetation.
Prior to approval of prezoning.
Prior to final grading plan approval.
Planning Department.
56
Ciiy of Dublin
May 1, 1998
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Eas. Dublin Specific Plan " GPA Em
Mitigation Monitoring Plan
Mitiflation Measure 3.8/4.1: (Policv 6-34) Minimization of Contours Alteration
Why:
Who:
What:
When:
Completion:
Verification:
To minimize alterations to existing natural contours.
Developerstplanning Department.
Review plans to see that they minimize alteration of natural contours.
Prior to approval of prezoning.
Before final grading plan approval.
Planning Department.
Mitisration Measure 3.8/4.2: (Policv 6-35) Avoidance of Flat Gradine
Why:
Who:
What:
When:
Completion:
Verification:
To avoid extensive areas of Oat development.
Developerstplanning Department.
Review plans for success at employing alternatives to flat grading including
individual grading, stepped grading, and design in response to topographical
and geotechnical conditions.
Prior to approval of prezoning.
Before final grading plan approval.
Planning Department.
Mitisra/ion Measure 3.8/4.3: (Policv 6-36) Buildinf! Desien
Why:
Who:
What:
When:
Completion:
Verification:
To encourage building design to conform to natural land form as much as
possible.
DevelopersjPlanning Department.
Review plans for success at using building design that conforms to the
natural landforms of the Project site.
Prior to approval of prezoning.
Before building permit is approved.
Planning Department.
Mitit!a/ion Measure 3.8/4.4: (Policv 6-37) Recontourinll of Graded Slooes
Why:
Who:
What:
When:
Completion:
Verification:
To require graded slopes to be re-contoured to resemble existing landforms
in the immediate area.
Developerstplanning Department.
Review plans to ensure that graded slopes will be recontoured to blend into
existing landforms in the immediate area.
Prior to approval of prezoning.
Final grading plan approval.
Public Works Department.
Mirilla/ion Measure 3.8/4.5: (Policv 6-38) Minimization of the Hei~ht of Cut and Fill SlolJes
Why:
Who:
What:
When:
To minimize the height of cut and fill slopes as much as possible.
Developerstpublic Works Department.
Require that the height of cut and fill slopes be minimized.
Prior to approval of prezoning.
57
City of Dublin
May T, 1993
Completion:
Verification:
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Eas. Dublin Specific Plan" GPA Em
Mitigation Monitoring Plan
Prior to issuance of grading permit.
Public Works Department.
Impact 3.S/E Alteration of Visual Quality of Ridges
Mitif!ation Measure 3.8/5.0: (Policv6-29) Prohibition Af!t.!inst DeveloDment on Main Ridf!eline
Why:
Who:
What:
When:
Completion:
Verification:
To minimize visual impacts by prohibiting development on the main
ridgeline, and ensuring that development on foreground hills meets certain
standards.
Planning Department/Applicants.
Review plans to ensure that no development is located on main ridgeline of
Specific Plan area, and that development on foreground hills maintains a
backdrop of natural ridgelines.
Prior to approvaI of prezoning.
Prior to final map approval.
Planning Department.
Mitif!ation Measure 3.8/5.1: (Policy 6-30) General Maintenance of Scenic Views
Why:
Who:
What:
When:
Completion:
Verification:
To control the location and design of structures so they generally maintain
scenic views or appear to extend above :m identified scenic backdrop when
viewed from a designated scenic route.
Planning Department/Applicants.
Ensure that proposed development minimizes obstruction of scenic views.
Prior to approval of prezoning.
Prior to final map approval.
Planni ng Department.
Mitieation Measure 3.8/5.2: (General Plan Amendmel':t Guidin!! Policv E) Structures on
Rid!!elines
Why:
Who:
What:
When:
Completion:
Verification:
To restrict structures on the hillsides that appear to project above major
ridgelines.
Planning Department/Applicants.
Ensure that proposed development minimizes obstruction of scenic views.
Prior to approval of prezoning.
Prior to final map approval.
Planning Department.
Impact 3.S/G Alteration of thf~ Visual Character of Watercourses
Mitieation Measure 3.3/6.0: (Policy 6-39 J Protection of tile Visual Characler of Watercourses
Why:
Who:
What:
To protect the visual character of the stream corridors, unnecessary
alteration or disturbance should be avoided and visual access to the stream
corridors should be maintained from adjoining development.
Planning Department/Applicants
Review plans to ensure that watercour~es are protected from unnecessary
58
City of Dublin
May 'T. 1993
When:
Completion:
Verification:
Impact 3.8/1 Scenic Vistas
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Baa. , Dublin Specific Plan &; GP A Em
Mitigation Monitorins Plan
alteration or disturbance, and that visual access to the stream corridors is
maintained.
Prior to approval of prezoning.
Prior to final map approval.
Planning Department.
Miti~ation Measure 3.8/7.0: (Policv 6-5) Presene Views of DesifmoJed Ooen Space Areas
Why:
Who:
What:
When:
Completion:
Verification:
To preserve views of designated open space areas.
Planning Department/Applicants.
Review plans to ensure that view corridors are maintained between
developed and open space areas.
Prior to approval of prezoning.
Prior to final map approval.
Planning Department.
Miti~ation Measure 3.B/7.1: Visual Survev of the Pro iect Site
Why:
Who:
What:
When:
Completion:
Verification:
1M 3.8{J Scenic Routes
To provide for the preparation of a visual survey of the Project area to
identify and map viewsheds of scenic vistas.
Planning Department.
Identify and map viewsheds of scenic vistas.
During processing of prezoning
Prior to any development east of Tassajara Road.
Planning Department.
Miti1!ation Measure 3.8/8.0: (Action Pr01!ram 60) Desienation of Scenic Routes
Why:
Who:
What:
When:
Completion:
Verific:atioD:
To provide for the designation of scenic corridors, and the adoption of
scenic corridor policies and review procedures for projects within a scenic
corridor viewshed.
Planning Department.
Designate Tassajara Road, 1-580 and Fallon Road as scenic corridors; draft
and adopt scenic corridor policies and review procedures and standards for
projects within the scenic corridor viewshed.
During processing of prezoning.
Prior to annexation of new areas into the City.
Planning Department.
Miti1!ation Measure 3.8/8.1: (Action Pr01!rom 6RJ Visual Amzlvsis of Pro;ects
Why:
Who:
What:
To require projects with potential impacts on scenic corridors to submit
detailed visual analysis with development project application.
Developers/Planning Department. .
Review visual analysis of projects with potential impacts on scenic corridors
59
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EllS .Dublin Specific Plan &: GPA EIR
Mitigation Monitoring Plan
City of Dublin
May 1, 1993
When:
Completion:
Verification:
to ensure project conformance with visoal quality objectives.
During processing of pre zoning.
Prior to 11D31 map approval.
Planning Department.
SECTION 3.9: CULTURAL RESOURCES
1. Imnacts Reauil'inl!: Miti2ation
This section identifies the following impacts requiring mitigation:
1M 3.9/ A Disruption or Destruction of Identified Prehis.toric Resources
1M 3.9/B Disruption or Destruction of Unidentified Prehistoric Resources
1M 3.9/C Disruption or Destruction of Identified Histor..c Resources
1M 3.9/D Disruption or Destruction of Unidentified Historic Resource~
2. Mitieation ImDlementation and Monitorinl!: Proeram
Impact 3.9/A Disruption of Identified Prehistoric Resources
Mitif!ation Measure 3,9/1.0: Subsurface Testinf!
Who:
What:
To require mechanical and/or hand s\:bsurface testing on all location of
prehistoric resources to determine th,~ presence or absence of midden
deposits.
Applicants/planning Department.
Require submittal of findings of subsurrace testing (mechanical or hand) to
determine the presence or absence of midden deposits.
Condition of tentative map approval.
Prior to final map approval.
Planning Department.
Why:
When:
Completion:
Verification:
Mitieation Measure 3.9/2.0: Recordin!! of Archaeolo!!icl!l Materials
Who:
What:
To require all locations containing either midden components or
concentrations of cultural materials located on the surface to be recorded on
State of California site survey fonns.
ApplicantsjPlanning Department.
Record midden components or concentrations of cultural materials on State
of California site survey forms.
Condition of tentative map approval.
Prior to grading plan approval.
Planning Department.
Why:
When:
Completion:
Verification:
.
60
City of Dublin
May 7, 1993
~.
Eat.. . Dublin Specific: Plan & GP A EIR
Mitigation Monitoring Plan
Mitif!ation Measure 3.913,0: Evaluative Testinf!
Why:
Who:
What:
When:
Completion:
Verification:
To require evaluative testing if proposed development would directly or
indirectly impact recorded and mapped locations of resources.
Applicants/planning Department.
Review the findings of evaluative testing required for recorded and mapped
locations that may be impacted by future construction or access.
Condition of tentative map approval.
Prior to grading plan approval.
Planning Department.
Mitif!ation Measure 3.9/4.0: Protection Proflram for Prehistoric Sites
Why:
Who:
What:
When:
Completion:
Verific:ation:
To require a qualified archaeologist to develop a protection program for
"significant" resources whose condition will be altered by proposed
development.
ApplicantsjPlanning Department.
Review protection program prepared for prehistoric sites which contain
either a surface or subsurface deposit of cultural materials, and incorporate
recommended mitigation into the conditions of approval for the project.
Condition of tentative map approval.
Prior to grading plan approval.
Planning Department.
Impact 3.9/B Disruption or Destruction of Unidentified Prehistoric: Resources
Mitiflation Measure 3.915.0: (Policv 6-25) Disco~erv of Historic IPrehistoric Remains
Why:
Who:
What
When:
Completion:
Verific:ation:
To require grading and construction to cease in the event that historic or
prehistoric remains are discovered during such activities.
DevelopersjPlanning Department.
Cease grading/construction activities when historic or prehistoric resources
are discovered. Retain a certified archaeologist to ascertain the significance
of the remains.
During grading/construction.
Before grading/construction resume.
Planning Department.
Mitil!ation Measure 3.916.0: ( Action Proflram 6P) Additional Actions Related to Prehistoric
Resources
Why:
Who:
What:
When:
Completion:
To require as part of the development application process that steps be taken
to ensure that cultural resources are not impacted.
Applicants/Planning Department.
Prepare site sensitivity determination. If determined to be sensitive. require
detailed research and field reconnaissance. and development of a mitigation
plan as necessary.
Condition of tentative map approval.
Prior to issuance of grading permit.
61
City of Dublin
May 1, 1993
Verification:
ElI$ ,:Dublin Specific Plan & GPAEIR
Mitigation MoDitoring PI8ZI
Planning Department.
Impact 3.9/C Disruption or Destruction of Identified Historic Resources
Mitif!ation Measure 3.9/7.0: (Policv 6-26) Archival Research
Why:
Who:
What:
When:
Completion:
Veririeation:
To require all properties with historic res()urces which may be impacted by
development to be subjected to in-depth archival research.
Applicants/Planning Department.
Review findings of in-depth archival research on any historic resources
potentially impacted by future development.
Prior to tentative map approval.
Prior to issuance of grading permit.
Planning Department.
Mitif!ation Measure 3.9/8.0: (Policv 6-27> Ada-otive Reuse or Restoration of Historic
Resources
Why:
Who:
What:
When:
Completion:
Verification:
To encourage the adaptive re-use or lrestoration of historic structures
whenever feasible.
Developers/Planning Department.
Review development proposals to determine if reasonable consideration has
been given to the potential to reuse or restore historic structures.
Prior to tentative map approval.
Prior to final map approval.
Planning Department.
Mitif!ation Measure 3.9/9.0: Evaluation of Structural Remains
Why:
Who:
What:
When:
Completion:
. Verineation:
To require an architectural historian to asBesS the significance of all standing
structures and other indicators of historic occupation and/or use of the area.
Applicants/planning Department.
Review professional evaluation of structural remains to determine
significance pursuant to CEQA, and incorporate mitigation
recommendations, as needed, as conditions of project approval.
Prior to tentative map approval.
Prior to final map approval.
Planning Department.
Miti!!ation Measure 3.9/10.0: Research of Standin!! Structi'lre Locations and Other Indicators
of Historic OCCUDation
Why:
Who:
What:
To req uire archival research and oral interviews to determine the local or
regional significance of structures or loca~:ions (identified in the 1988 report)
by their association with important persons or events.
Applicants/Planning Department.
Review professional evaluation of structural remains to determine
significance pursuant to CEQA, and incorporate mitigation
62
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City of Dublin
May 7, 1993
Eas. . Dublin Specific Plan & GPA Em
Mitigation Monitoriug PIllD
When:
Completion:
Verification:
recommendations, as needed. as conditions of project approval.
Prior to tentative map approval.
Prior to final map approval.
Planning Department.
Miti1!ation Measure 3.9/11.0: Record of All Historic Locations in 1988 ReDor!
When:
Completion:
Verification:
To require that all previously noted locations (in 1988 report) be recorded
on official State of California Historical Site Inventory forms.
Applicants/Planning Department.
Verify that all locations noted in 1988 report have been recorded on State
of California Historical Site Inventory forms.
Prior to tentative map approval.
Prior to final map approval.
Planning Department.
Why:
Who:
What:
Miti1!ation Measure 3.9/12.0: Presenation Pr01!ram for Historic Sites
When:
Completion:
Verification:
To require the preparation of a preservation program for historic sites which
qualify under CEQA Guidelines as historically significant.
Applicants/Planning Department.
Review the preservation program prepared for any historic sites. and
incorporate any recommended mitigations as a condition of project
approval.
Prior to tentative map approval.
Prior to final map approval.
Planning Department.
Why:
Who:
What:
SECTION 3.10 NOISE
1. Imnacts Reouirin2 Miti2atioD
This section identifies the following impacts requiring mitigation:
1M 3.IO/A Exposure of Proposed Housing to Future Roadway Noise
1M 3.1O/B"Exposure of Existing Residences to Future Roadway Noise
1M 3.10jD Exposure of Proposed Residential Development to Noise from Future.
Military Training Activities at Parks Reserve Forces Training Area (Camp Parks RFT A) and
the County Jail
1M 3.IO/E Exposure of Existing and Proposed Residences to Construction Noise
1M 3.10/F Noise Conflicts due to the Adjacency of Diverse Land Uses Permitted by
Plan Policies Supporting Mixed-Use Development
63
City or Dablin
May T, 1998
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Ellb .~ubliD Specific Plan ok CPA Em
Mitigation Monitoring Plan
2. MitiS!ation ImDlementation and MonitorinS! Program
Impact 3.10jA Exposure of Proposed Housing to Future RoadwJ.y Noise
Mitieation Measure 3.10/1.0: Acoustical Studv Within Future CNEL 60 Contour
Why:
Who:
What:
When:
Completion:
Verification:
To require acoustical studies for all residential development projects within
the future CNEL 60 contour to show how interior noise levels will be
reduced to 45 dB.
Applicants/Planning Department.
Verify the preparation of an acoustical study for all residential projects
located within the future CNEL 60 noise contour, and confirm the
incorporation of mitigation measures into the proposed plan.
Prior to tentative map approval.
Prior to final map approval.
Planning Department.
Impact 3.10/8 Exposure of Existing Residences to Future Road'way Noise
Mitieatioll Measure 3.10/2.0: Provision of Noise Control Measures
Why:
Who:
What:
When:
Completion:
Verification:
To require that all development projecls in the Project area provide noise
barriers or berms near existing residen::es to control noise in outdoor use
spaces.
Applicants/Planning Department.
Verify that proposed plans provide noise abatement for existing residences
or that such mitigation is not necessary.
Prior to tentative map approval.
Prior to Final map approval.
Plann.ing Department.
Mitisration Measure 3.10/7.0: Noise Mitieation Fee
Why:
Who:
What:
When:
Completion:
Verification:
To provide for the establishment of a :loise mitigation fee to pay for on-
and off-site noise mitigations. including but not limited to. noise barriers,
earthen berms, or retrofitting structures with sound-rated windows.
Applicants/Planning Department.
Prepare an ordinance permitting the le.rying of a noise mitigation fee.
Durillg processing of prezoning and an aexation applications.
Prior to tentative map approval for projects along Tassajara Road, Hacienda
Road, or Fallon Road.
Planning Department.
Impact 3.10/D Exposure of Proposed Residential Development to Noise from Future Military
Training Activities at Parks Resen'e Forces Training Area (Camp Parks RITA) and the County Jail
Mitifl'ation Measure 3.10/3.0: Perform Acoustical Studie~
Why:
To fi~Quire acoustical studies prior to future development in the Foothill
64
City of DubliD
May 7, 1993
Who:
What:
When:
Completion:
Verification:
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Eas. . Dublin Specific Plan ok GP A Em
Mitigation MonitoriZlg Plan
Residential. Tassajara Village Center. County Center. and Hacienda
Gateway subareas to determine whether future noise impacts from Camp
Parks and the county jail will be within acceptable limits.
Applicants/Planning Department.
Verify that acoustical studies have been prepared for projects proposed in
identified subareas, and incorporate recommended mitigations as conditions
of project approval.
Prior to tentative map approval.
Prior to final map approval.
Planning Department.
Impact 3.10jE Exposure of Existing and Proposed Residences to Construction Noise
Mitifi!ation Measure 3.10/4.0: Construction Noise Manafi!em.ent Profi!ram
Why:
Who:
What:
When:
Completion:
Verification:
To require development projects in the Project area to submit a
Construction NoisE:! Management Program that identifies measures proposed
to minimize construction noise impacts on existing residents.
Applicants/Planning Department.
Review Construction Noise Management Program to ensure that adequate
measures have been taken to protect existing residents.
Prior to tentative map approval.
Prior to final map approval.
Planning Department.
Miti1!ation Measure 3.10/5.0: ComlJ/iance with Local Noise Standards
Why:
Who:
What:
When:
Completion:
Verification:
To minimize construction noise impacts. all operations should comply with
local noise standards and be limited to normal daytime hours. and stationary
equipment should be adequately muffled and located away from sensitive
receptors.
ApplicantsjPlanning Department.
Ensure that noise mitigation measures have been included as conditions of
project approval
During construction.
Following construction.
Planning Department.
Impact 3.10/F Noise Conflicts due to the Adjacency of DiTerse Land uses Permitted by Plan Policies
Supporting Mixed-Use Development
Why:
Mitittation Measure 3.10/6.0: Noise Manafi!ement Plans
Who:
What:
To require the preparation of noise management plans for all mixed-use
projects in which residential units would be combined with commercial,
office, or other urban non-residential uses.
Applicants/Planning Department.
Verify the preparation of a noise management plan for mixed-used projects.
and review plans for mitigation that should be incorporated as a condition
65
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Mitigation Monitori~ Plan
City of Dublin
May 1, 1993
When:
Completion:
Verification:
of approval.
Prior to tentative map approval.
Prior to final map approval.
Planning Department.
SECTION 3.lt AIR OUALITX
1. Imn8cts Reouirint!: Mitit!:ation
This section identifies the following impacts requiring mitigation:
1M 3.11/ A Dust Deposition Soiling Nuisance From Construction Activity
1M 3.11/B Construction EQwpmentjVehicle Emissions
1M 3.11/C Mobile Source Emissions: ROG or NOx
1M 3.11/D Mobile Source Emissions: CO
1M 3.11/E Stationary Source Emissions
2. Mith~ation Imnlementation and Monitorinl! Prol!ram
Impad 3.11/A Dust Deposition SOiling Nwsauce From Construc:tion Adivity
Miti1!ation Measure 3.11/1.0: Construction-Related Dust Abatement Measures
Completion:
Verification:
To require development projects to iDlplement dust control measures to
reduce project dust deposition to acceptable levels.
Developers/Public Works Department.
1) Require dust abatement measures t) be outlined as conditions in the
grading plan.
2) Monitor implementation of measure~ during construction.
I) Ensure inclusion of abatement measures in grading plan.
2) Monitor implementation of measures during grading and early phases of
construction.
Following construction.
Planning Department/Public Works Department.
Wby:
Who:
What:
When:
Impact 3.11/B Construction Equipment/Vehicle Emissions
Miti1!ation Measure 3.11/2.0: Minimization of Interference of Construction Traffic with
Re1!ional Non-Pro;ect Traffic Movement
Why:
To minimize construction interference with regional non-project traffic
movement.
Developers/Public Works Department.
Routing and scheduling of construction- related traffic to avoid interference
with non-project traffic movement.
Prior to approval of building and/or g~lding permits.
Following completion of construction.
Who:
What:
Wheu:
Completion:
66
City or Dublin
May 7, 1993
Verification:
Eall. ')ublin Spe<:wc: PIaD & CPA Em
Mitigation Monitoring PIaD
Public Works.
Miti1!ation Measure 3.11/3.0: Emissions Control
Why:
Who:
What:
When:
Completion:
Verific:anon:
To require emissions control from on-site equipment through a routine
mandatory program of low-emissions tune-ups.
Developers/Planning DepartmentjPublic Works Department.
1) Verify the incorporation of this emissions control measure in the
conditions of approval.
2) Monitor construction to verify implementation of control measure.
I) Prior to final map approval.
2) During construction.
Following completion of construction.
Planning Department/Public Works Department.
Mitil!ation Measure 3.11/4.0: Construction ImDact Reduction Plan
Why:
Who:
What:
When:
Completion:
Verification:
To require preparation of a construction impact reduction plan that
incorporates all proposed air quality mitigation strategies.
Planning Department/Public Works Department/Applicants.
Ensure that the construction impact reduction plan incorporate all proposed
air quality mitigation strategies, and clearly defines responsibilities for
implementation and supervision.
1) Preparation of plan prior to development review approval.
2) Monitoring of implementation during construction.
Following completion of construction.
Planning Department/Public Works Department.
Impac:t 3.ll/e Mobile Source EmissioDS:ROG or NOx
Mitil!ation Measure 3.11/5.0: Rellional Interal!encv COO Deration
Why:
Who:
What:
When:
Completion:
Verific:ation:
To encourage cooperation to integrate air quality planning efforts on a
regiOnal basis.
Planning Department/Tri- Valley and Regional Agencies.
Coordinate interagency cooperation to integrate air quality planning with
transportation, transit and other infrastructure plans.
Establish liaisons and begin coordination concurrent with plan adoption.
On-going.
Planning Department.
Mitiflation Measure 3.11 /6.0: Planninl! Consistencv
Why:
Who:
What:
To maintain consistency among specific development plans and regional
transportation and growth management plans.
Planning Department/Tri- Valley and Regional Agencies.
Review plans to ensure consistency between specific development plans for
the Project site and regional transportation and growth management plans.
67
City or Dublin
May 1, 1998
Wheo:
Completioo:
Verificatioo:
Ea8\ )ublin Specific Plan" GPA Em
Mitigation Monitoring Plan
Prior to approval of tentative map .
Prior to final map approval.
Planning Department.
Mitif!ation Measure 3.11/7.0: TranstJortation Demand Mr.'1fa(!ement (TDMJ
Why:
Who:
What:
When:
Completioo:
Veri fi catioo:
To implement transportation demand Iaanagemeot techniques to reduce
mobile source emissions.
Public Works Department.
Review plans for inclusion of TOM te::hniques to reduce mobile source
emissions.
Prior to tentative map approval.
Prior to final map approval.
Public Works.
Miti1tatio" Measure 3.11/8.0: ODtimization of Existi,,!? Transoortation Svstem
Why:
Who:
What:
When:
Completion:
VerificatioD:
To optimize the existing transportation system to reduce congestion and
shift travel to non-peak travel periods.
Planning Department/Public Works Department.
Work with LA VTA to development public information programs to
encouJ"age use of public transit, and encourage large employers to implement
measures to shift travel to non-peak. trayel periods.
Ongoing.
On-going.
Planning'DepartmentjPublic Works Department.
Mitiyation Measure 3.11/9.0: Coordination of DeveloDment with Roadwav ImlJrovements
Why:
Who:
What:
When:
Completion:
Verification:
To coordinate levels of growth with roadway transportation facilities
improvements to accommodate travel demand without inducing demand by
providing excess system capacity.
Public Works Department.
Phase roadway improvements so that thny accommodate growth, but avoid
"over-building" facility improvements.
Review schedule of roadway improvea.ents concurrent with submittal of
tentative map.
Prior to final map approval.
Public Works Department.
Miti1!ation Measure 3.11/10.0: Mixed-Use DeveloDment
Why:
Who:
What:
Wheo:
To encourage mixed-use development ':hat provides housing, jobs, goods
and services in close proximity.
Planning Department. .
Encourage developers to consider mixed-use development in their projects
as a means to reduce discretionary vehil:le trips.
During pre-application discussions and application process.
68
City of Dublin
May 7, 1993
Completion:
Verification:
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Eas. Dublin Specific Plan &; GPA EIR
Mitigation MonitoriDg Plan
Tentative map approval.
Planning Department.
Mitigation Measure 3.11/11.0: Jobs / HousinJ! Linkal!e
Why:
Who:
What:
When:
Completion:
Verification:
To require linkage between growth of housing and job opportunities
consistent with a positive sub-regional contribution to jobs/housing ratio
balances.
Planning Department.
Keep Planning Commission and City Council aware of sub-regional
jobs/ho~ing status and the implications of project approvals on that
balance.
Ongoing as part of individual development review process.
Ongoing.
Planning Department.
Impact 3.11/E Stationary Source Emissions
Mitil!ation Measw-e 3.11 /12.0: Conservation TflTl!et Level fOT Stationary Source Emissions
Why:
Who:
What:
When:
Completion:
Verification:
To minimize stationary source emissions associated with Project
development wherever feasible.
Planning Department.
I) Establish and implement a conservation target level for stationary source
emissions at 10 percent above the Title 24 standards.
2) Review individual projects to verify attempts to meet conservation target.
I) Prior to rezoning and annexation approval. .
2) Prior to final map approval.
Final project approval.
Planning Department.
Miti!!ation Measw-e 3.11 /13.0: Solid Waste Recvclin!!
Why:
Who:
What:
When:
Completion:
Verification:
To incorporate solid waste re-cycling in all development planning.
Planning Department.
Develop a strategy for integrating solid waste recycling into planning for all
new development, and work with developers to implement this strategy.
Prior to rezoning and annexation approval.
Ongoing.
Planning Department.
69
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City or Dublin
May T. 1993
Eaa. Dublin Spe<:ifie Plan && GP.A. Em
MitigatioD MoDiioriug PIau
SECTION 3.12: FISCAL CONSIDERATIONS
1. Imnaets Reauinne: Mitie:atin
This section identifies the following impact requiring mitigatioll:
1M 3.12jB Fiscal Impacts Related to the Cost and Provision of Project-Related Infrastructure
Improvements
2. Miti2ation Imolementation and Monitorine Program'
Impacts 3.12jB Impacts Related to the Cost and Provision of Project-Related Infrastructure
Improvements
Miti1!ation Measure 3.12/1.0: Develooment A1!reements
When:
Completion:
Verification:
To provide for the preparation and ad:>ption of a development agreement
for each project that spells out the predse financial responsibilities of the
developer. .
City Manager's OfficejDevelopers.
Prepare and adopt a development agreement or the appropriate agreements
for each development project that sets forth the precise financial
responsibilities of the applicants.
Prior to prezoning and annexation approval.
Condition of final project approval.
City Manager.
Why:
Who:
What:
Miti1!ation Measure 3.12/2.0: Area of Benefit Ordinanc(~
Why:
To adopt an Area of Benefit Ordinan(:e and form an Area of Benefit for
those properties benefiting from corstruction of public improvements
described in the Specific Plan.
City Manager's Office.
Prepare and adopt an Area of Benefit Ordinance, and define the Area(s) of
Benefit.
Prior to prezoning and annexation approval.
Prior to fmaI approval of any development in the Project area.
City Manager.
Who:
What:
When:
Completion:
Verification:
Mitieation Measure 3.12/3.0: Soecial Assessment District or Mello-Roos CFD
When:
Completion:
To create one or more Mello-Roos CFD or Special Assessment Districts to
finance construction of the infrastructllre to serve the Area of Benefit.
City Manager's Office.
Prepare and adopt one or more Mello-Roos CFD or Special Assessment
Districts to finance infrastructure for Areas of Benefit.
Prior to pre zoning and annexation approval.
Prior to any final project approval.
Why:
Who:
What:
70
City of Dublin
May 7, 1995
Verification:
-...
East Dublin Specific PIau &; GPA Em
Mitigal;ion Momtorillg Piau
City Manager.
Miti~ation Measure 3.12/4.0: Marks-Roos Bond PoolinI!
Why:
Who:
What:
When:
Completion:
Verifieation:
To have bond counsel evaluate the benefit to the City. in terms of savings
of money and avoidance of undue risk. of pooling bonds under the Marks-
Roos Bond Pooling Act.
City Manager's Office.
Evaluate options related to bond pooling for Eastern Dublin pursuant to the
provisions of the Marks-Roos Bond Pooling Act.
Prior to prezoning and annexation approval.
Prior to any final project approval.
City Manager.
Mitisration Measure 3.12/5.~: Citv-Wide DeveloDer and Builder ImDtu:t Fee Svstems
Why:
Who:
What:
When:
Comple1ion:
Verifieanon:
To analyze city-wide infrastructure needs to assess the usefulness of
implementing an impact fee program, in compliance with AB 1600. tbat
could draw some funding from new development when final map or
building permits are issued.
City Manager's Office.
Evaluate efficacy of implementing of an impact fee system, as provided by
AB 1600. H found to be useful, draft and adopt an ordinance to implement.
Prior to prezoning and annexation approval.
Prior to any final project approval.
City Manager.
Mitipation Measure 3.12/6.0: School ImlJtu:t Fees
Why:
Who:
What:
When:
Completion:
Verification:
To coordinate City and School District efforts to fund necessary school
facilities and collect payable fees.
City Manager/DUSD/L VJUSD.
Meet with school district(s) to coordinate efforts to fund school facilities.
Prior to pre zoning and annexation approval.
Prior to any final project approval.
City Manager.
Mitipation Measure 3.12/7.0: Hif!hwav /nterchan!!e Fundinp
Why:
Who:
What:
When:
Completion:
Verification:
To coordinate City and Caltrans efforts to fund necessary freeway
improvements and collect developers' share of costs.
City Manager's OfficejPublic WorksfCaltrans.
Meet with Caltrans to coordinate efforts to fund freeway improvements and
collect proportionate share of costs from developers.
Prior to prezoning and annexation approval.
Prior to any final project approval.
City Manager.
11
Ci'y of DubliD
May 7, 1993
Mitikation Measure 3.12/8.0: Utilities lmoact Fees
Why:
Who:
What:
Wheo:
Completioo:
Verificatioo:
East uublin Specific Plan &r; GPA Em
Mitigation Monitoring Plan
To coordinate City and DSRSD efforts to fund utilities services and collect
developers' share of costs.
City Manager's Office/Public Works/DSRSD.
Meet with DSRSD to coordinate efforts to fund utilities services and collect
proportionate share of costs from developers.
Prior to prezoning and annexation apPIoval.
Friar to any final project approval.
City Manager.
72
Eastern Dublin SP/GPA EIR
3.3 Traffic and Circulation
REVISIONS TO DEIR TEXT ON PAGES 3.3-19 TO 3.3-28
IMPAcrs AND MITIGATION MEASURES: DAILY TRAFFIC VOLUMES (YEAR 2010
WITHOUT PROJECT)
Daily traffic volumes on various freeway and street segments were projected for Year 2010
conditions without and with the Project, and for cumulative buildout conditions with the Project
(Figure 3.3-E). These volumes were compared to estimated daily capacities of each type of
roadway, as described in Table 3.3-1. The resultant levels of service were estimated based on
the daily traffic volumes (Table 3.3-9).
1M 3.3/A 1-580 Freeway, Tassajara-Fallon
Year 2010 growth without the Project would cause freeway volumes to exceed level of service
E on 1-580 between Tassajara Road and Fallon Road. This is a significant cumulative impact.
Mitigation Measure of the EIR
MM 3.3/1.0'
Caltrans, in cooperation with local jurisdictions, could construct
auxiliary lanes on 1-580 between Tassajara Road and Fallon Road to
provide a total of 10 lanes ill that section, consistent with tile Caltrans
Roule Concept Report for 1-580.
Implementation of MM 3.3/1.0 would provide LOS D operations and reduce the impact to a
level of insignificance.
4
Revised TexT 12/15/92
S~O
Eastern Dublin SP/GPA ElR
3.3 Traffic and Circulation
IMPAcrs AND MITIGATION MEASURES: DAlLY TRAFFIC VOLUMES (YEAR 2010
WITH PROJECT)
1M 3.3/B 1-580 Freeway, 1-680-Hacienda
Year 2010 growth with the Project would cause 1-580 between 1-680 and Hacienda Drive to
exceed level of service E. This freeway section has been \\idened to its maximum practical
capacity within Caltrans' right-of-way. This is a significant in:pact.
This impact is also a signiticant cumulative impact and ar unavoidable adverse impact as
discussed in Chapter 5.
Mitigation Measure of the Specific Plan
MM 3.312.0
(Policy 5-21) Require all non-residential projects with 50 or more
employees within the Eastern Dublin General Plan Amendment and
Specific Plan area to participate in a Transportation Systems
Management (TSM) program. A TSM program would include
strategies to reduce the use of siIlgle-occupant vehicles such as on-
site distribution of transit information and passes, provision of shuttle
services to and from BART stations, participation in regional
ridesharing services, preferential parking for vanpools and carpools,
and flexible or staggered work hours.
Mitigation Measure of the EIR
MM 3.312.1
The Project shall contribute a proportionate amount to regional
transportation mitigation programs as determined by regional
transportation studies such as the current study by the Tri-Valley
Transportation Council. Regional mitigation measures may include
implementation of enhanced rail and feeder bus transit services,
I;onstruction or upgrading of alternative road corridors to relieve
demand on the 1-580 and 1-680 freeways.
MM's 3.312.0-3.312.1 are applicable to the total Project site. lmplementation of these mitigation
measures would reduce the impact, but the impact would rc:main significant.
5
Revised Text 12/15/92
-.
iSl
Eastern Dublin SP/GPA EIR
3.3 Traffic and Circulation
1M 33/C 1-580 Freeway, Tassajara-Fallon-Airway
Year 2010 growth with the Project would cause freeway volumes to exceed level of service E
on 1-580 between Tassajara Road and Airway Boulevard. This is a significant impact.
This impact is also a significant cumulative impact as discussed in Chapter 5.
Mitigation Measure of the EIR
MM 3.313.0
The City of Dublin shall coordinate with Caltrans and tire City of
Pleasanton to construct Prejeet shall eeatriEltite is the eeastr~etiea
ef auxiliary lanes on 1-580 between Tassajara Road and Airway
Boulevard. The auxiliary lanes would provide a total of 10 lanes on
this section (8 through lanes and 2 auxiliary lanes), consistent with the
Caltrans Route Concept Report for 1-580. The Project shall contribute
a proportionate amount to the cost of improvements, as determined by a
regional transportation study such ~ the current study by the Tri-Valley
Transportation Council. The auxiliary lanes would provide LOS E
operations between Tassajara Road and Fallon Road, and LOS D
operations between Fallon Road and Airway Boulevard.
MM 3.313.0 is applicable to the total Project site. Implementation of this mitigation measure
would reduce the impact to a level of insignificance 8R the FalleR :\if\./sy segmeat ~~t LO~ ea
the Tassajars Fallea ResEl segmeat we~IEl remsia peteatial1y sigaifieaat.
[NOTE: MM 3.313.0 would provide LOS E operations between Tassajara and Fallon,
which is considered acceptable according to the Alameda County Congestion Management
Program. The mitigation measure would reduce 1M 3.3/C to a level of insignificance.]
6
Revised Te:a 12/15192
192
Eastern Dublin SP/GPA EIR
3.3 Tr.lffic and Circulation
1M 3.3/D 1-680 Freeway. North of 1-580
Year 2010 growth with the Project would cause freeway volumes to exceed level of service E
on 1-680 north of the 1-580 interchange. This is a significant impact.
This impact is also a significant cumulative impact as discussed in Chapter 5.
Mitigation Measure of the EIR
MM 3.3/4.0
The Project 5RElktld sludl contribute a proportionate share to planned
ultimate improvements at the 1-580/:1-680 interchange as implemented
by Caltrans. The assessed costs of freeway interchange improvements
shall include the costs of revised fn~eway ramp connections to Dublin
(such as hook ramps) and the asso:iated mitigation on local streets.
The proportionate share of costs attributable to the Project shall be
determined through a regional transportation study such as the current
study by the Tri-Valley TransportaJion Council. The improvements
would provide additional capacity on 1-680 north of 1-580 and would
provide LOS D operations.
MM 3.3/4.0 is applicable to the total Project site. Implementation of this mitigation measure
would reduce the impact to a level of insignificance.
7
Revised Text 12115/92
8~3
Eastern Dublin SP/GPA E1R
3.3 Troffic and Circulation
IMPACTS AND MITIGATION MEASURES: DAILY TRAFFIC VOLUMES
(CUMULATIVE BUILD OUT WITH PROJECT)
1M 3.3/E Cumulative Freeway Impacts
Cumulative Buildout with the Project would cause additional freeway sections to exceed level
of service E compared to Year 2010 With Project, including I SSg west sf I 689 (frsffi B to F),
&AEl 1-580 east of Airway Boulevard (from E to F). This is a significant cumulative impact &AEl
aR YR8\'oiaaele aelvefSe iffipaet as discussed in Chapter S.
[NOTE: Caltrans has indicated in their comments on the DE1R that 1-580 west of 1-680
can be evaluated as a ten-lane section due to the two auxiliary mergingtweaving lanes
which supplement the eight through lanes. Therefore, the LOS on 1-580 would not
exceed the LOS E standard.]
Mitigation Measure of the EIR
MM 3.3/5.0
The Project sllall contribute a proportionate amount to the construction
of auxiliary lanes on 1.580 east of Airway Boulevard, as implemented
by Caltrans. The improvement would provide ten lanes on 1-580,
consistent with the Caltrans Route Concept Report for 1-580. The City
of Dublin shall coordinate with other I::local jurisdictions sfta.H to require
that all future developments participate in regional transportation
mitigation programs as determined by regional transportation studies
such as the current study by the Tri-Valley Transportation Council.
Implementation of MM 3.3/5.0 would reduce the impact to a level of insignificance., 'Hit tRe
iffiflaet wet:llel reffiiiifl sigRif:ieaflt.
[NOTE: Widening of 1-580 east of Airway Boulevard, within the City of Livermore, is
not currently programmed for construction by Caltrans. Widening to ten lanes is
consistent with the Route Concept Report.] .
IMPAcrs AND MITIGATION MEASURES: PEAK HOUR INTERSECTION OPERATION
Detailed P.M. peak hour turn movement traffic volumes were projected at. intersections which
would be significantly impacted by Project traffic (Figure 3.3-F). Levels of service were
evaluated at these intersections (Table 3.3-10) and mitigation measures were identified for each
intersection which is projected to exceed the LOS D standard. (Projected intersection turn
volumes and capacity calculations are on file at the City of Dublin Department of Public
Works. )
8
Revised Text 12115192
iS4
Eastern Dublin SP/GPA ElR
3.3 Troffic llnd Circulation
IMP Acrs AND MITIGATION MEASURES: PEAK HOUR lNTERSECTION OPERATION
(YEAR 2010 WI11l PROJECT)
1M 3.3/F Dougherty Road & Dublin Boulevard
Year 2010 development with the Project would cause level of service F operations at the
intersection of Dougherty Road with Dublin Boulevard. Thil; is a significant impact.
Mitigation Measure of the EIR
MM 3.3/6.0
The City of Dublin shall eoaraiRate monitor traffle conditions at this
intersection and implement construction of additional lanes on all
approaches at the intersection WJlen required to maintain LOS D
operatiolls. The required lanes (In the northbound approach on
Dougherty Road include two left-t\!rn lanes, three through lanes (one
more than existing) and one right-t~rn lane (one more than existing).
1be required lanes on the southbol.lOd approach on Dougherty Road
include two left-turn lanes (one more than existing), three through
lanes (one more than existing) and one right-turn lane. The required
lanes on the eastbound approach on Dublin Boulevard include one
left-turn lane. three through lanes (one more than existing) and one
right-turn lane. The required lanes on the westbound approach on
Dublin Boulevard include two left-':urn lanes, three through lanes and
one right-turn lane. The Projecl shall contribute a proportionate
shme of the improvement costs as determined by a regioTUll
transportation study such as the current study by the Tri-VaIley
Transportation Council. These improvements would provide LOS D
operations.
MM 3.3/6.0 is applicable to the total Project site. Implementation of this mitigation measure
would reduce the impact to a level of insignificance.
9
Revised Text 12/15/92
aS5
Eastern Dublin SP/GPA EIR
3.3 Traffic and Circulation
1M 3.3/G Hacienda Drive & 1-580 Eastbound Ramps
Year 2010 development with the Project would cause level of service F operations at the
intersection of Hacienda Drive with the 1-580 eastbound ramps. This is a significant impact.
Mitigation Measure of the EIR
MM 3.3{7.0
The City of Dublin shall implement improvements in coordiMJion
eeerEliRBte with the City of Pleasanton and Caltrans to restfipe widen
the 1-580 eastbound off-ramp to provide twO left-turn lanes and eae
two right-turn lanes (existing lanes are one left-turn lane and two
right-turn lanes). The Project shall contribute a proportionate share
of the improvement costs as determined by a regional transportation
study such as the current study by the Tri- Valley Transportation Council.
The improvements would provide LOS C operations.
MM 3.3{7.0 is applicable to the total Project site. Implementation of this mitigation measure
would reduce the impact to a level of insignificance.
1M 33/H Tassajara Road & 1-580 Westbound Ramps
Year 2010 development with the Project would cause level of service F operations at the
intersection of Tassajara Road with the 1-580 westbound ramps. This is a significant impact.
Mitigation Measure. of the EIR
MM 3.318.0
The City of Dublin shall implement improvements in coordination
eeerEliRBte with Caltrans to widen the 1-580 westbound off-ramp to
provide two left-turn lanes and two right-turn lanes, and to modify
the northbound approach to provide three through lanes. The
Project shall contribute a proportionate share of the improvement
costs as detennined by a regional tranSportation study such as tile current
study by the Tri-Valley Transportation Council. The improvements
would provide LOS B operations.
MM 3.3/8.0 is applicable to the total Project site. Implementation of this mitigation measure
would reduce the impact to a level of insignificance.
10
Revised Text 12/15/92
S96
Eastern Dublin SP/GPA EIR
3.3 Traffic and Circulation
1M 3.3/I Santa Rita Road &: 1-580 Eastbound Ramps
Year 2010 development with the Project would cause level of service F operations at the
intersection of Santa Rita Road with the 1-580 eastbound ramps. This is a significant impact.
This impact is also an unavoidable adverse impact as discussed in Chapter 5.
Mitigation Measure of the EIR
MM 3319.0
The City of Dublin shall implement improvements in coordination
eoerai8ate with the City of Pleasanton and Caltrans to widen the 1-
580 eastbound off-ramp to provide: two left-turn lanes, one through
lane and one ~ right-turn lanes. These improvements would provide
LOS E operations. Farther iRipra':eRieat tEl the level sf sefvie:e
eaala l:le ",reviaea l:ly ",rehil:litiRg :eft tar8S frsRi SElathe8tt8a SaRta
Rita Reaa t8 easte8a.Ra PiRilie8 Drive aari8g ",eal. ",erieas. This
kft tarR ",rehiaitiEla w8't1la reEiaire a'tlt ef aireeti88 US'lel far arivers
wtshiag t8 aeeess PiRilise Drive, bttt w8ttle ",rEl\'iee le'lel Elf sep/ise
I) eperatie8s. The Project Sh;lll be required to contribute a
proportionate share of the improvement costs as determined by a
regiolUll transportation study such as the current study by the Tri- Valley
TransportaJion Council. The City oJ Dublin shall continue to work with
the City of Pleasanton to monitor level of service at this intersection and
participate in implementing improvements which may be identified in the
future to improve traffic operations.
{NOTE: Further improvement to the level of service could be provided by prohibiting
left turns from southbound Santa Rita Road to eastbound Pimlico Drive during the P.M.
peak period (4:00 to 6:00 P.M.). This left-turn prohibition would require out-of-direction
travel for drivers wishing to access Pimlico Drive during the P.M. peak period, but would
provide level of service D operations. The City of Pleasanton has indicated that such a
left-turn prohibition would not be acceptable.]
MM 3319.0 is applicable to the total Project site. lmplemc:ntation of this mitigation measure
will reduce the impact but will iatfea'tlee 8't1t sf aireetisa tf&Vel fer eertai8 ary-'efS, therel:ly
fes'tlltif)g if) a psteRtially sigaiiisa8t iRipaet the impact will mmain signiflCant.
11
Revised Te:a 12/15/92
8S7
Eastern Dublin SP/GPA ElR
3.3 Traffic and Circulation
1M 3.3/J Airway Boulevard & Dublin Boulevard
Year 2010 development with the Project would cause level of service E operations at the
intersection of Airway Boulevard with Dublin Boulevard/North Canyons Parkway. This is a
significant impact.
Mitigation Measure of the EIR
MM 33/10.0
The City of Dublin shall implement improvements in coordination
eaenHflste with the City of Livermore to modify the intersection to
provide three through lanes and a right-turn lane eastbound, and two
left-turn lanes and two through lanes westbound. The Project shall
contribute a proportionate share of the improvement costs Cl5
determined by a regional transportation study such as the current study
by tile Tri-Valley Transportation Council. These improvements would
provide LOS C operations.
MM 3.3/10.0 is applicable to the total Project site. Implementation of this mitigation measure
would reduce the impact to a level of insignificance.
1M 3.3/K Airway Boulevard & 1-580 Westbound Ramps
Year 2010 development with the Project would cause level of service F operations at the
intersection of Airway Boulevard with the 1-580 westbound ramps. This is a significant impact.
Mitigation Measure of the EIR
MM 33/11.0
The City of Dublin shall implement improvements in coordination
eeorEliAate with the City of Livermore and Caltrans to replace or
widen the Airway Boulevard overcrossing of 1-580 by 12 feet to
provide adequate storage for northbound left-turns, and widen &f the
off-ramp to provide one left and one left-right lane. The Project
shall contribute a proportionate share toward the cost of these
improvements Cl5 detennined by a regional transportation study such as
the current study by the Tri-Valley Transportation Council. The
improvements would provide LOS D operations.
MM 3.3/11.0 is applicable to the total Project site. Implementation of this mitigation measure
would reduce the impact to a level of insignificance.
12
Revised Text 11/15/92
898
Eastern Dublin SP/GPA EIR
3.3 Traffic and Circulation
1M 3.3/L EI Charro Road
Project traffic could introduce stops and delays for loaded trucks from the quarries on EI
Charro Road south of 1-580. 'This is a potentially significant impact 8Ra aa yaa"eiaaele aEh'efSe
imJlast 85 aiSSY5Se8 is CaaJltef--5.
[NOTE: This impact can be mitigated to a level of insignificance through proper design
of the interchange improvements. Alternative interchange designs prepared by Bissell and
Karn Engineers are currc:ntly under review.}
Mitigation Measure of the EIR
MM 3.3/12.0
The City of Dublin shall implement improvements in coordination
eaoraiRate with Caltrans, the City of Pleasanton and Alameda County
to ensure that modifications to the 1-580 interchange at Fallon
RoadlEl Charro Road include provisions for unimpeded truck
movements to and from El Charro Road. The Project shall
contribute a proportionate share of improvement costs as determined
by a regional transportation study suc~h as the current study by the Tri-
Valley Transportation Council and ,rdditional studies of relative costs
and benefu.s associated with the specird design of this interchange.
Implementation of MM 33/12.0 would reduce the impact to a level of insignificance.
13
Revised Tw 12/15/92
SiB
Eastern Dublin SP/GPA EIR
3.3 Traffic and Circulation
IMPAcrS AND MITIGATION MEASURES: PEAK HOUR INTERSECTION
OPERATIONS (CUMULATIVE BUILD OUT WITH PROJECT)
1M 303IM Cumulative Impacts on Dublin Boulevard
Cumulative buildout with the Project would cause level of service F operations at the
intersection of Hacienda Drive with Dublin Boulevard and level of service E operations at the
intersection of Tassajara Road with Dublin Boulevard. No further widening of these intersections
would be feasible. This is a significant cumulative impact.
Mitigation Measure of the EIR
MM 3.3/13.0
The City of Dublin shall continue to participate in regional studies of
future transportation requirements, improvement alternatives andfunding
programs, such as the current study by the Tri-VaIley Transportation
Council. }Ie fHrtser wiEleaiag sf tssse iateFSeetioas w€lHlEl Be feasiele.
Buildout of proposed non-Project. related development (i.e. outside
Eastern Dublin) beyond Year 2010 levels would require the
construction of grade-separated interchanges on Dublin Boulevard
and/or establishment of alternative routes to redistribute traffic flow.
The Project shall participate in the implementation and funding of,
aaEl ~artiei~atisa iR regional transportation improvement programs
as determined by the eRgeiRg Tri Valley TraRsJ3C2lrtatioa CSI:iReil these
regional studies.
Implementation of MM 3.3/13.0 would reduce the impact, but the impact would remain
significant.
14
Revised Text 12115192
'1000
.'
Eastern Dublin SP/GPA EIR
3.3 Traffic and Circulation
1M 3.3/N Cumulative Impacts on Tassajara Road
Cumulative buildout with the Project would cause level of service F operations at the
intersections of Tassajara Road with Fallon Road, Gleason Road and the Transit Spine. These
impacts would be caused primarily by traffic from the Tassajara connection to Dougherty Valley,
and full buildout of the Tassajara Valley. This is a significant cumulative impact aReI Bn
I:iRB':eisBBle Bs';efSe ilfi!3ae~ as discussed in Chapter 5.
Mitigation Measure of the EIR
MM 3.3/14.0
Buildout of proposed non-Project related development (i.e. outside
Eastern Dublin) beyond Year 201 0 levels would require the widening
of Tassajara Road to six lanes between Dublin Boulevard and the
Contra Costa County line. Tlte City of Dublin shall reserve right-of-
way for up to six lanes on Tassajara Road between Dublin Boulevard
and tire Contra Costa County lim'. The City of Dublin shall monitor
traffic conditions at key intersectio~ and segments on Tassajara Road,
and implement widening projects as required to maintain tlu LOS D
standard. Tlte Project shall contl"ibute a proportionate amount to the
costs of improvemenlS on Tassajara Road, as determined by a regional
transportation study such as tile CU1Tf!nt study by the Tri-Valley
Transportation Council. WiseRiflg sf Tassajara RasEl "':sals lfiitigate
tee !3rejeetes traffie ilfi!3aet, B1:It '\'81:1ls Ret Be eSlfipatiele -Nita
plBRRes laRs HSes iR tae Basten D1:IBliR GeReral PlaR ;\meRSlfisRt
BRS SpeeiHe PISR, Ilsrtienilarly iR tae Tev/ft eeRier area Be~JleeR
D1:IBliR :8s1:Ile':arEl BRS GJeas8R ~
[NOTE: The Eastern Dublin Specific Plan will be modified to ensure that right-of-way
is reserved for six lanes on Tassajara Road between Dublin Boulevard and the Contra
Costa County line. The Specific Plan will also ensure tt.at pedestrian and vehicle access
can be provided to proposed commercial development on Tassajara Road in the Town
Center area between Dublin Boulevard and Gleason Road in the event that this section
is widened to six lanes.]
[NOTE: The Specific Plan provides for Project impler:.entation of road improvements
including four lanes on Tassajara Road. Regional calculations of funding shares for the
potential widening of Tassajara Road to six lanes should consider any prior contributions
of Eastern Dublin developments towards the costs of die four lane roadway.]
Implementation of MM 3.3/14.0 would reduce the impac;, B1:It \';81:11s R8t Be eSIfi~atiBle .....ita
~laRRes laRs \:ises, res1:lltiRg iR a poteRtially sigaifieaRt ilfi~ to a level of insignificance.
15
Revised Text 12/15/92
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ReslIonse to Letter 12: Gary F. Adams. Caltrans District 4
12-1 Comment: MethodololZ"V for ADalvsis of Traffic Imllacts. This report does not analyze the
proposed project's impact to traffic on freeway corridor.; and ramp intersections in an
acceptable manner. AM peak hour and PM peak hour traffic volumes should be used as a
basis in analysis rather than daily traffic volumes.
ResDonse to Comment 12..1: Peak hour traffic volumes (P.M.) were used in the analysis of
all freeway ramp intersections (see Table 3.3-10, page 3.3-24).
As shown in Table 3.3-7 on page 3.3-14, 47 percent of the P1~oject's trip generation would be
attributable to retail land uses. Retail land uses generate little of their traffic during the A.M.
peak hour, about 25 percent of the traffic they generate during the P.M. peak hour.
Therefore, the overall Project trip generation would be about 30 percent lower during the
A.M. peak hour compared to the P.M. peak hour. It was determined that the P.M. peak hour
would be the most critical period for traffic analysis.
Freeway volumes were evaluated on a daily basis, consistent with the daily traffic volume data
published by Caltrans. ~irectional peak hour traffic volumes have not been published by
Caltrans for the freeway segments adjacent to the Eastern Dublin Project.
12-2 Comment: 1-580 ImDrOyemeDts. The fifth auxiliary lane between Dougherty/Hopyard Road
in each direction of 1-580 has not been added as of today. These auxiliary lanes will be
included in BART's roadway reconstruction which is scheduled to begin in mid-1993.
Resllonse to Comment 12-.1: The fifth auxiliary lane will bE: added prior to the 2010 analysis
year. The analysis of project impacts in Table 3.3-9 assumed the correct number of lanes.
The analysis of existing conditions for the segment of 1-580 between Dougherty
Road/Hopyard Road and Hacienda Drive is incorrect. The, existing level of service on this
freeway segment would bt,"O" rather than "C". Correspondillg revisions to text and tables are
included as an attachment to this Final EIR.
12-3 Comment: Road Se2meats. In Table 3.3-2: 1992 Existing Freeway Operations, the number
of lanes west of Hacienda Drive should be eight, not ten.
Resllonse to Comment 12:3.: See response to Comment 12..2.
12-4 Comment: Freewav Ooerations. In Table 3.3-9: Freeway Operations, the number of lanes just
west of 1-680 (between San Ramon/Foothill Road) shoulcl be ten. West of Hacienda, the
number of lanes should be eight.
ResDoase to Com meat 12-4: As noted in the comment. a fifth auxiliary lane for merging and
weaving is now provided in each direction on 1-580 west of 1-680 between Foothill/San
Ramon and 1-680. for a total of ten lanes (eight through lanes, two auxiliary lanes).
Corresponding revisions to Table 3.3-9 are included as an attachment to this Final EIR. The
revised number of lanes on I-S80 west of 1-680 would not c:ause a change in Project impacts
or mitigations.
As noted in the comment, there are currently eight lanes aD 1-580 west of Hacienda between
Dougherty/Hopyard and Hacienda Drive. Corresponding revisions to Table 3;3-9' for the
existing conditions are included as an attachment to this Fillal EIR. This section of 1-580 has
been programmed for construction to provide a total of ten lanes (eight through lanes, two
BIIl1-2S.BSP
n
U/7/fn
56~
auxiliary lanes) as part of the current BART extension construction project. These lanes will
be completed prior to 2010. The analysis of Project and Cumulative impacts on this section
of 1-580 assumed the correct number of lanes which will exist at that time.
12-5 Comment: Prooortionate Share. The EIR recommends (MM 3.3/4.0) "the project should
contribute a proportionate share to planned improvements at the 1-580/1-680 interchange.....
Please explain what the proportionate share would be based on, and also describe the
procedure which would ensure that the Project will contribute its share.
Resoonse to Comment 12-5: The proportions of improvement costs to be paid by various
jurisdictions and developments should be based on a regional study of improvement needs,
such as the current study by the Tri- Valley Transportation Council. The shares of
improvement costs should also consider prior contributions to regional road improvements.
The City of Dublin is participating in regional studies of future transportation requirements
(Tri-Valley, Alameda County) and would establish a fee structure to ensure future
development pays for the appropriate share of regional road improvements based on those
regional studies.
12-6 Comment: Imo.ct of the Proiect on ExistiD2 Intersections. The level of service and average
vehicle delay of PM peak hour intersection operations are listed without mitigation. Because
this proposed development is mainly residential. the impact of projected traffic on existing
intersections caused by the morning commute (AM peak) should also be considered. Any
intersection in which the LOS will become unacceptable during the AM peak will need
mitigation.
Resoonse to Comment 12-6: See the response to Comment 12-1. As noted, nearly half of the
Project's daily trip generation would be attributable to retail land uses, which generate about
7S percent fewer trips during the A.M. peak hour compared to the P.M. peak hour.
Therefore, the overall Project traffic generation would be about 30 percent lower during the
A.M. peak hour compared to the P.M. peak hour. It was determined that the P.M. peak hour
would be more critical for traffic analysis than the A.M. peak bour. However, recommended
road improvements propose balanced lanes in each direction to ensure that reverse direction
traffic flows can be accommodated during other time periods.
12-7 Comment: Ramo Meterin2. The operation of at least five interchanges on I-S80 and two
interchanges on 1-680 will be affected by the Project. It is recommended that ramp metering
be considered for all the on-ramps within the Project limits. The proposed on-ramp
improvements should provide adequate storage to accommodate the ramp metering operation.
The improvement of local streets needs to be considered to accommodate the ramp metering.
ResDonse to Comment 12-7: Ramp metering would control vehicles entering the freeway on
on-ramps, to ensure that traffic on the tJllllinline freeway operates smoothly during peak
periods. Ramp metering reduces delay on the mainline freeway, but increases delay for
drivers on local streets wishing to access the freeway. If designed properly, ramp metering
can reduce the total overall delay for all drivers. The City of Dublin will coordinate with
Caltrans on all interchange improvements to ensure that ramp metering can be accommodated.
12-8 Comment: Coordination of Si2nalization of Ramos and Intersedions. There are several
signalized ramp intersections and local street intersections within the project limits. Usually,
the signals on local streets are designed and operated independently by local authorization.
However. in order to operate the interchanges which will be affected by this project more
efficiently. the signal interconnection between ramp intersections and local street intersections
is essential. The coordination between the State and local authorization to design and operate
BII11-2S.II.SP
72
12/7/'n
c)6~
Slate of California
Business, Transportation and Housing Agency
Memorandum
\0 0 0"'.: October 9, 1992
File: ALA000079
121 SCH: 91103064
P.M.: 0.0
TO: MR. MIKE CHIRIATTI
State Clearinghouse
1400 Tenth Street, Room
Sacramento, Ca 95814
,,/"\ ~. ~ ~ -- .
. ~. \." .
/'.,i-
FROM: DEPARTMENT OF TRANSPORTATION /.)' ..... ':":
Transportation Planning Branch-District 4 8:-:.... (.c;>. .:.
''"<,: . ,
<:-. J'. /~ ': :',
"', .'. v ," _
SUBJECT: EASTERN DUBLIN GENERAL PLAN AMENOMENTISPEClFl~~,AN..:,{ \.' .
"//" .... :~.
'.t. /;._--:. ...\ '.'
-....;",.. I I I'..: '.-..
The California Department of Transportation (Caltrans) has--reviewed
the above-referenced document and forwards the following comments:
This report does not analyze the proposed project's impact to traffic
on freeway corridors and ramp intersections in an acceptable manner. AM
peak hour and PM peak hour traffic volumes should be used as a basis in
analysis rather than daily traffic volumes.
3.3 TRAFFIC AND CIRCUL~\TION
EXISTING ROADS
Freewavs
The fifth auxiliary lane between Dougherty/Hopyard Road in each
direction of 1-580 has not been added as of today. These auxiliary lanes
will be included in BART's roadway reconstruction which is scheduled to
begin in mid 1993.
EXISTING TRAFFIC OPERA TIONS
Road. Seaments
Table 3.3-2 - 1992 EXISTING FREEWAY OPEFIATIONS - The number of
Lanes West of Hacienda Drive should be 8 not 10.
l
12-1
J
'l
J2
--,
12-3
-.J
565
Chiriatli/ ALA000079
Octobert 9. 1992
Page 3
Table 3.3-9 - FREEWAY OPERATIONS
The number of lanes just west of 1-680 (between San
Ramon/Foothill Road) should be 10, and west of Hacienda should be 8.
IMPACTS AND MITIGA nON
MM3.3/4.0
The EIR recommends "the project should contribute a proportionate
share to planned improvements at the 1-580/1-680 interchange and ...."
Please explain what the proportion would be based on, and also describe
the procedure which would ensure that the project will contribute its
share.
I
12-4
--1
l
J5
Table 3.3-10
The level of service and average vehicle delay of PM peak hour l
intersection operations are listed without mitigation. Because this
proposed development is mainly residential, the impact of projected
12-6
traffic on existing intersections caused by morning commute (am peak) J
from this new development should also be considered. Any intersection, in
which the level of service will become unacceptable during the am peak.
will need mitigation.
The operation of at least five interchanges on Route 580 and two l
interchanges on Route 680 will be affected by this proposed project. It is
recommended that ramp' metering be considered for all the on-ramps
within the project limits. The proposed on-ramp improvements should JIZ_7
provide adequate storage to accommodate the ramp metering operation.
The improvement of local streets need to be considered to accommodate
the ramp metering.
There are several signalized ramp intersections and local street l
intersections within the project limits. Usually, the signals on local
streets are designed and operated independently by local authorization. 12-8
However, in order to operate the rnterchanges which- will be affected by
this project more efficiently, the signal interconnection between ramp
566
Chiriattil ALA000079
October 9, 1992
Page 4
intersections and local street intersections is essential. The coordination 12~
between the State and local authorization to desi~n and operate these contd.
signals should be arranged. . ---l
MAPS AND FiGURES
Existing number l)f lanes between Dougherty/Hopyard Road and.
Hacienda Drive should show 8 not 10.
l
J9
Figure 3.3-8. Future Road Imorovements
Fiaure 3.3-F. Prooosed Intersection Lanes
. As a mitigation for the project, it is proposed to restripe the l
existing two right turn lanes and one left turn lane at the Eastbound
Hacienda Drive off-ramp to two left turn lanes and one right turn lane. J1Z-10
Justify how the estimated traffic at year 2010 with the project can be
accommodated by only one right turn lane (reduced from two lanes to one).
The proposed improvement at eastbound Route 580 at Airway l
Boulevard should be included on the Figure 3.3-F. Use estimated peak hour
traffic volume at these interchange off-ramps to check if the warrant for 12-11
installation of signals is satisfied. Some of the information shown on J
figure 3.3-F is not accurate. Revise the lane numbers on the existing
intersection to reflect the actual situation.
We appreciate the opportunity to comment on this project. If you
have any questions regarding these comments, please feel free to contact
Alice Jackson of my staff at (510) 286-5587.
~~:
.~~
~y F. ADAMS
District CEOA Coordinator
~
cc: Sally Germam, ABAG
Susan Pultz, MTC
567
ResDODse to Letter 13: Nolan SharD. President. Tassaiara Vallev ProDertv Owners Association.
13-1 Comment: Interiurisdic:tional CooDeration. East Dublin, Dougherty Valley and Tassajara
Valley share a common location, a common need for expansion of infrastructure, and a
common time frame for development. Because of these common traits, the planning agencies
should work together to coordinate expansion of public services and facilities, and to find
solutions to common problems.
ResDonse to Comment 13-1: Comment acknowledged.
13-2 Comment: Coordinated Subreli!ional Transit Plan. TVPOA suggests that eastern Dublin
developers be required to cooperate with adjacent property owners (TVPOA and Dougherty
Valley) as well as adjacent business parks (Hacienda and Bishop Ranch) and the nearby
regional shopping mall (Stoneridge) to explore the feasibility of a sub-regional transit system
to serve the area. This effort should be done in cooperation with the Central Contra Costa
Transit Authority, Livermore-Amador Transit Authority, and BART. It may be that such an
effort can be accomplished in conjunction with the TVTC planning study.
ResDoDse to Comment 13-2: Comment acknowledged. Mitigation measures MM 3.3/15.0
through MM 3.3/15.3, page 3.3-28 of the DEIR, recommend that the City of Dublin
coordinate with transit service agencies and that the Project contribute a proportionate share
to the cost of transit service extensions. The City of Dublin is also participating in the Tri
Valley Transportation Council study, which will recommend transportation improvements on
a regional basis.
13-3 Comment: Land Use AssumDtions for Tassaiara Valin. The Final EIR should reflect current
projections for total buildout and timing of development in Tassajara Valley. Current plans
call for 6, I 00 dwelling units and 350,000 square feet of commercial/office space which would
yield 700 employees. This update may require modifications to the cumulative traffic analysis
in those areas most impacted by trips generated by Tassajara Valley development, i.e.,
Tassajara Road.
ResDOnse to Comment 13-3: The analysis of Project traffic impacts in the DEIR was based
on ABAG Projections of land use for the Bay Area. These 2010 projections of overall land
use in each census tract are based on an assessment of regional growth and absorption
potential of new land uses, and would not change significantly as a result of changes in the
ultimate projected buildout of each individual development project such as Tassajara Valley.
The Cumulative Buildout analysis in the DEIR assumed development levels in Tassajara
Valley consistent with the application for a General Plan Amendment submitted to Contra
Costa County, the most current publicly available document at the time of the analysis for the
DEIR. Future traffic studies conducted for the Tassajara Valley development should address
the traffic impacts of changes in potential development levels in Tassajara Valley compared
to the initial GP A application.
13-4 Comment: Cumulati~e Traffic: Imoac:t 00 Tassaiara Road. The Draft EIR concludes that
development outside Eastern Dublin, primarily in Dougherty and Tassajara Valleys, will cause
level of service F operations at three Tassajara Road intersections in the Eastern Dublin
planning area. The Draft EIR determines that this impact can be mitigated by widening
Tassajara Road (MM 3.3/14.0, page 3.3-28). Yet, the Draft EIR falls short of recommending
this mitigation measure. Instead, the Draft EIR. leaves apen the-possibility that Tassajara roact.
will remain four lanes despite concluding that to do so would result in a significant impact.
Attempting to maintain Tassajara Road as a four lane road would seem to be inconsistent with
BIIll-2S.BSP
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U/7/n
56
a regional vision of the problem.
Resnonse to Comment 13-4: See Response to Comment 5-2. The City of Dublin is
considering recommending a revision to the Specific Plan to re~;erve right-of -way for six lanes
on Tassajara Road between Dublin Boulevard and Gleason Road.
13-5 Comment: Extension of Hacienda Drive to Dou2bertv Valle.}:. One solution to the traffic
congestion problems projected for Tassajara Road is the extension of Hacienda Drive north
into the Dougherty Valley.
Dougherty Road is incapable of handling the entire vehicle traffic volume from new
development in Dougherty Valley. To help solve this problem, Windemere Parkway is
extended from the eastside of Dougherty Valley east to Camino Tassajara in Tassajara Valley.
This route will provide a primary, yet indirect, access to I-sao via Tassajara Road, but will
also increase the volume of traffic on Tassajara Road and at ,:he 1-580 interchange almost to
a breaking point assuming development in Tassajara Valley and East Dublin.
An extension of Hacienda Drive north into Dougherty Vall,~y would provide direct access
routes to 1-580 for the west and east sides of Dougherty Valley and Tassajara Valley, and thus
would balance the traffic loads at the 1-580 interchanges and tilrough Dublin and East Dublin.
Also, a Hacienda Drive extension provides a direct link for the entire Dougherty Valley to the
following: 1) the new BART station planned near Hacienda Drive and 1-580; 2) the heart of
Hacienda Business Park in Pleasanton, and 3) the new commel'cial and office uses planned for
the County property in the East Dublin Specific Plan.
Extending Hacienda Drive into Dougherty Valley is a positive step that will alleviate problems
on Tassajara Road. This alternative should be reviewed fur:her in the EIR.
Kesnonse to Comment 13-5: Comment acknowledged. The circulation plan for the Eastern
Dublin Specific Plan does not preclude the potential extension of Hacienda Drive north to
Dougherty Valley. An extension of Hacienda Drive north is a possibility that has been
explored by both the Dougherty Valley proponents and by the Eastern Dublin planning
consultants. The U.s. Army has indicated that such an extension through Camp Parks would
be inconsistent with the Army's plan for the base, and therefore would not be permitted.
13-6 Comment: Coordiuation with tbe 680/580 Association. TIle Eastern Dublin Specific Plan
should include provisions to require property owners and dE~velopers to coordinate with the
680/580 Corridor Transportation Association and, if appropriate, to develop remote
telecommute centers within the Project area. Also, consideration might be given to the
development of so-called .smart houses. in the study area to facilitate at-home and/or
neighborhood telecommuting. These concepts could be eval uated to determine the potential
to reduce peak hour and/or total Daily Vehicle Trips.
KesDOnse to Comment 13-6: Telecommuting could help to reduce future traffic volumes, and
should be included as one of the potential components of the Transportation Systems
Management programs included as Mitigation Measure MM :;,.3/2.0. Since there is inadequate
existing data available to quantify the potential traffic: reductions due to increased
telecommuting, the DEIR conservatively assumed no reduction in traffic.
13-7 Comment: Consistency of ElK witb Keeion_l Traffic: Models. The Final EIR should point out
the similarities and differences of the Draft EIR land use assumptions and trip distribution
model with regional traffic models developed by the Contra Costa Transportation Authority,
the Tri- Valley Transportation Council, and the Alameda County Congestion Management
BIB. 1-23.BSP
7B
12/'1112
56~
Agency. if available.
ReSDonse to Comment 13-7: The traffic model used in the Draft EIR uses the standard
methodology for traffic forecasting, as do the other travel demand models currently being
used for Tri- Valley studies.
The Eastern Dublin analysis uses essentially the same ABAG Projections '90 2010 land use
forecasts for the Tri- Valley area as the current studies by the Contra Costa Transportation
Authority and the Tri- Valley Transportation Council. The Alameda County model also uses
ABAG Projections '90, but currently uses an earlier disaggregation of land use data to
individual traffic analysis zones. The earlier disaggregation did not consider the most recent
development proposals. The Eastern Dublin analysis quantifies non-residential land uses in
terms of square footage, while the other models use employment, so there may be some
differences in the reported employment numbers by jurisdiction because of assumptions used
in the conversion between employment and square footage.
The Eastern Dublin analysis determines traffic generation by relating vehicle trips directly
to land uses. The other models use a standard procedure to estimate the number of person
trips (people coming in and out of each building rather than cars), and then the persons are
allocated to travel modes such as auto driver, auto passenger, or transit passenger. The
resulting number of vehicle trips should be the same using either process.
All of the models use a standard trip distribution process based on data from the Metropolitan
Transportation Commission (MTC). The Eastern Dublin analysis assumes trip distribution
based on unconstrained travel conditions. The other models assume that future trip
distribution will be balanced based on congestion; in other words, in the future, people may
choose to work and shop closer to home because congestion has increased. This procedure
may result in a more realistic analysis of future travel patterns, but is somewhat less
conservative since it will tend to indicate more future trips remaining internal to each
development. The Eastern Dublin analysis also assumes unconstrained growth of traffic
demand over the Altamont Pass to San Joaquin County, while the other models assume some
type of constraint on traffic demand over the Altamont Pass. Again, the procedures for trip
distribution used in the Eastern Dublin DEIR will tend to provide a more conservative
analysis of future traffic impacts.
13-1 . Comment: 1M 3.7/B: Indirect ImnBcD of Ve2etation Remoyal. The Draft EIR mitigates for
vegetation removal and possible erosion by calling for revegetation with native vegetation
(MM 3.7/5.0). TVPOA suggests expansion of this mitigation in the Final EIR by requiring
verification of physical and biological feasibility of planting locations, including topography.
aspect, soils, hydrologic condition, and potential competition. Also, the native shrubs, herbs.
and grasses should also be local to the Tri- Valley and the plant communities of eastern
Dublin.
ResnoDse to Comment 13-8: Comment acknowledged. The following text has been added
to MM 3.7/5.0. on page 3.7-10:
All areas of disturbance should be revegeulJed as quickly as possible to prevent erosion.
Native trees (preferably those species already on site). shrubs. herbs and grasses should
be used for revegetation of areas to remain as natural open space. The introduction of
non-natil1e plant species should be avoided. SpeciiIC physical chancteristics of
proposed le-veptaUon areas will be cleter1D.iaed 10 ewluate the lon& term feasibility .
of tbe proposed mitiption and 10 identify potential conflicts at the site.
Cbancteristics would include but DOt be limited to pouDd and flow hydro!o&y.
BIR l-ZS.llSP
ft
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570
Appendix 8.5
Air Quality Analysis
IKEA Draft Supplemental EIR
City of Dublin
PA 02-034
Page 97
November 2003
AIR QUALITY IMPACT EY ALUATION FOR THE IKEA DEVELOPMENT
CITY OF DUBLIN
Prepared for:
Jerry Haag, Urban Planner
2029 University Avenue
Berkeley, CA. 94704
October 2003
Donald BalIan ti Certified Consulting Meteorologist
1424 Scott Street / EI Cerrito. California 94530 / (510) 234-6087 / Fax: (510) :2:32-7752
INTRODUCTION
Air quality was analyzed in Chapter 3.11 of the Eastern Dublin EIR. This supplement to the EIR
examines compliance with applicable significance thresholds, utilizes updated methods of
analysis, and is based on current traffic forecasts that reflect ch anges in roadway improvements
and travel patterns that have occurred since certification of the Eastern Dublin EIR. This
supplement also examines changes in the regulatory standards sillce the previous EIR.
ENVIRONMENTAL SETTING
The project is within the Livermore-Amador Yalley. The Lhermore-Amador Yalley forms a
small subregional air basin distinct from the larger San Francisco Bay Area Air Basin. The
Livermore-Amador Yalley air basin is surrounded on all sides by high hills or mountains.
Significant breaks in the hills surrounding the air basin are Nlles Canyon and the San Ramon
Yalley, which extends northward into Contra Costa County.
The terrain of the Livermon:-Amador Yalley influences both the climate and air pollution
potential of the sub-regional air basin. As an inland, protecu:d valley, the area has generally
lighter winds and a higher frequency of calm conditions when compared to the greater Bay Area.
The occurrence of episodes of high atmospheric stability, known as inversion conditions,
severely limits the ability of the atmosphere to disperse pollutants vertically. Inversions occur
during all seasons in the Bay Area, but are particularly prevalent in the summer months when
they are present about 90% of the time in both morning and afte:noon.
According to the Bay Area Air Quality Management District, air pollution potential is high in the
Livermore Yalley, especially for ozone in the summer and fall (BAAQMD, 1999). High
temperatures increase the potential for ozone, and the valley not only traps locally generated
pollutants but also can be the receptor of ozone and ozone pn:cursors from upwind portions of
the greater Bay Area. Transport of pollutants also occurs betWo~en the Livermore Yalley and the
San Joaquin Yalley to the east.
During the winter, the sheltering effect of terrain and its iri,and location results in frequent
surface-based inversions. Under these conditions, pollutants such as carbon monoxide from
automobiles and particulate matter generated by fireplace:; and agricultural burning can
become concentrated.
IMPACTS AND MITIGATIONS FROM THE EASTERN DUBLIN EIR
The Eastern Dublin EIR identified significant impacts related t.) construction, mobile source and
stationary source emissions (Impacts 3.111A, B, C, E). Mitigation measures were adopted to
control construction dust and exhaust emissions, and to minimize mobile and stationary source
emissions through, among other things, cooperative transpom.tion and air quality planning and
transportation demand management. All rnitigation.measureH adopted upon approval of the
Eastern Dublin GP A/SP continue to apply to implementing actions and projects such as the
proposed project. Even with mitigation, however, significant cumulative construction, mobile
source and stationary source impacts remained. (Impacts 3.11 A, 311 B, 3011 C, and 3.11 E). Upon
2
approval of the Eastern Dublin GPA/SP, the City adopted a Statement of Overriding
Considerations for these significant unavoidable impacts. (Resolution No. 53-93.)
SUPPLEMENTAL IMPACTS AND MITIGATION MEASURES
The proposed General Plan and Specific Plan amendment would change land uses and
development intensity from those analyzed in the Eastern Dublin EIR. The project would
increase daily traffic generation over that assumed in the Eastern Dublin EIR.
Since preparation of the Eastern Dublin EIR there have been several regulatory changes and
methods for air quality analysis as well as applicable thresholds of significance have changed.
Pursuant to Guidelines section 15162 and 15163, this supplement assesses whether new or
intensified air quality impacts will result from increased regional traffic and changed regulatory
standards.
Changes to the Regulatory Setting
Ambient Air Quality Standards
The federal and California ambient air quality standards are summarized in Table I for important
pollutants. The federal and state ambient standards were developed independently with differing
purposes and methods, although both federal and state standards are intended to avoid
health-related effects. As a result, the federal and state standards differ in some cases. In general,
the California state standards are more stringent. This is particularly true for ozone and PM 1 o.
The U.S. Environmental Protection Agency established new national air quality standards for
ground-level ozone and for fine particulate matter in 1997. The existing I-hour ozone standard
of 0.12 PPM microns or less) is to be phased out and replaced by an 8-hour standard of 0.08
PPM. Implementation of the 8-hour standard was delayed by litigation, but was determined to be
valid and enforceable by the U. S. Supreme Court in a decision issued in February of 2001.
However, the new federal ozone standard is not yet in effect pending final resolution of this
litigation and adoption of implementing regulations.
In 1997 new national standards for fine Particulate Matter (diameter 2.5 microns or less) were
adopted for 24-hour and annual averaging periods. The current PMIO standards were to be
retained, but the method and form for determining compliance with the standards were to be
revised. Implementation of this standard was delayed by litigation and will not occur until the U.
S. Environmental Protection Agency has issued court-approved guidance.
The State of California regularly reviews scientific literature regarding the health effects and
exposure to PM and other pollutants. On May 3, 2002, the California Air Resources Board
(cARB) staff recommended lowering the level of the annual standard for PM 10 and establishing a
new annual standard for PM2.5 (particulate matter 2.5 micrometers in diameter and smaller). The
new standards became effective on July 5, 2003.
3
Table 1
Federal and State Ambient Air Quality Standards
Averaging Feder~ll State
Pollutant PrimalY
Time StandaJ:d Standard
Ozone I-Hour 0.12 ppm 0.09 ppm
8-Hour 0.08 oorn --
Carbon Monoxide 8-Hour 9.0 ppm 9.0 ppm
I-Hour 35.0 oom 20.0oom
Nitrogen Dioxide Annual 0.05 ppm --
I-Hour -- 0.25 opm
Sulfur Dioxide Annual 0.03 ppm --
24-Hour 0.14 ppm 0.05 ppm
I-Hour -- 0.25 ppm
PM 10 Annual 50 ug/m3 20 ug/m3
24- Hour 150 uwm3 50 uwm3
PM25 Annual 15 ug/m3 12 ug/m3
24-Hour 65 uwn3 --
Lead 30-Day Avg. -- 1.5 ug/m3
3-Month Aw.. 1.5 ug/m3 --
ppm = parts per million
ug/m3 = Micrograms per Cubic Meter
In addition to the criteria pollutants discussed above, Toxic Air Contaminants (TAcs) are
another group of pollutants of concern. Toxic Air Contaminants (TAcs) are injurious in small
quantities and are regulated despite the absence of criteria documents. The identification,
regulation and monitoring of T Acs is relatively recent compared to that for criteria pollutants.
Current Air Ouality
The project is within the nine-county Bay Area Air Basin. The Bay Area Air Quality
Management District (BAAQMD) operates a network of air quality monitoring sites in the
region. The closest to the site is located in central Livermore or, Old First Street. Table 2 shows
a summary of air quality data for this monitoring site for the period 2000-2002. Data are shown
for ozone, carbon monoxide, PMIO, and nitrogen dioxide. The number of days exceeding each
standard is shown for each year.
Table 2 shows that concentrations of carbon monoxide and nitrogen dioxide at the Livermore
monitoring site meet state/federal standards. Ozone concentrations exceed both the state and
federal standards, and exhibit wide variations from year-to-year related to meteorological
conditions. Years where the summer months tend to be warmer than average tend to have higher
average ozone concentrations while years with cooler than average temperatures tend to have
lower average ozone concentrations.
4
Table 2
Ai
Or Quality at Livermore Monitorin' Site, 2000-2002
Days Standard Exceeded During:
Pollutant Standard
2000 2001 2002
Ozone Federal I-Hour 1 0 2
Ozone State I-Hour 7 9 10
Ozone Federal8-Hour 2 2 6
PMIO Federal 24-Hour 0 0 0
PM 10 State 24-Hour 2 3 0
PM2,5 Federal 24-Hour 0 1 0
Carbon State/Federal 0 0 0
Monoxide 8-Hour
Nitrogen State I-Hour 0 0 0
Dioxide
Source: CARB, 2003
Levels of PMIO and PM2.5 at Livermore meet the federal ambient standards but exceed the more
stringent state standards.
Attainment Status
The federal Clean Air Act and the California Clean Air Act of 1988 require that the California
Air Resources Board (CARB), based on air quality monitoring data, designate air basins within
the state where the federal or state ambient air quality standards are not met as "non-attainment
areas". Because of the differences between the federal and state standards, the designation of
non-attainment areas is different under the federal and state legislation.
In 1995, after several years of minimal violations of the federal one-hour ozone standard, the
U.S. Environmental Protection Agency (EPA) r~vised the designation of the Bay Area Air Basin
from "non-attainment" to "attainment" for this standard. However, with less favorable
meteorology in subsequent years, violations of the one-hour ozone standard again were observed
in the basin, particularly at the Livermore monitoring station. Effective August 1998, the EP A
downgraded the Bay Area's classification for this standard from a "maintenance" area to an
"unclassified non-attainment" area. Also in 1998, after many years without violations of any
carbon monoxide (CO) standards, the attainment status for CO was upgraded to "attainment."
5
The San Francisco Bay Area Air Basin is currently non-attainment for ozone (state and federal
ambient standards) and PMIO (state ambient standard). While Err quality plans exist for ozone,
none exists (or is currently required) for PMIO. The Revised San Francisco Bay Area Ozone
Attainment Plan for the i-Hour National Ozone Standard (BAAQMD, 2001) is the current
ozone air quality plan required under the federal Clean Air. The state-mandated regional air
quality plan is the Bay Area 2000 Clean Air Plan (BAAQMD, 2000). These plans contain
mobile source controls, stationary source controls and transportation control measures to be
implemented in the region to attain the state and federal ozone standards within the Bay Area Air
Basin.
Significance Thresholds
The BAAQMD has revised recommended thresholds of significance since publication of the East
Dublin EIR (BAAQMD, 1999). The document BAAQMD CEQA Guidelines establishes the
following impact criteria:
. A significant impact on local air quality is defined as cm increase in carbon monoxide
concentrations that causes a violation of the most stringent ambient air quality standard
for carbon monoxide (20 ppm for the one-hour averaging period, 9.0 ppm for the eight-
hour averaging period).
. A significant impact on regional air quality is defined a:; an increase in emissions of an
ozone precursor or PMIO exceeding the BAAQMD thresholds of significance. The
current significance thresholds are 80 pounds per day (or 15 tons/year) for ozone
precursors or PM 10.
. Any proposed project that would individually have a significant air quality impact would
also be considered to have a significant cumulative air qullity impact.
. Any project with the potential to frequently expose members of the public to
objectionable odors would be deemed to have a significant impact.
. Any project with the potential to expose sensitive receptors or the general public to
substantial levels of toxic air contaminants would be deemed to have a significant impact.
Despite the establishment of both federal and state standards {.lr PM2.5 (particulate matter, 2.5
microns), the BAAQMD has not developed a threshold of significance for this pollutant. For this
analysis, PM2.S impacts would be considered significant ifproject emissions ofPMIO exceed 80
pounds per day.
The current BAAQMD significance threshold for construction dust impact is based on the
appropriateness of construction dust controls. The BAAQMD guidelines provide feasible control
measures for construction emission of PMlO. If the appropriate construction controls are to be
implemented, then air pollutant emissions for construction activities would be considered less-
than-significant.
6
Revised Mitigation Recommendations
The document BAAQMD CEQA Guidelines was published subsequent to the publicaton of the
East Dublin EIR. These guidelines provided recommended mitigation practices during
construction based on the size of the project and expanded recommended mitigations for
operational impacts of commercial projects.
Impacts and Mitigation Measures
Supplemental Impact AQ 1: Construction activities would have the potential to cause
nuisance related to dust and PMJ()o
The current BAAQMD significance threshold for construction dust impact is based on the
appropriateness of construction dust controls. If the appropriate construction controls are to be
implemented, then air pollutant emissions for construction activities would be considered less-
than-significant. Mitigation Measure :MM 3.11/1.0 in the East Dubline EIR implements most,
but not all, of the currently recommeded measures.
Supplemental Mitigaton AQ 1: In addition to measures identified in MM 3.11/1.0 of the East
Dublin EIR, the City of Dublin shall:
. Require construction contractors to water or cover stockpiles of debris, soil, sand or other
materials that can be blown by the wind.
. Require construction contractors to sweep daily (preferably with water sweepers) all
paved access road, parking areas and staging areas at construction sites.
. Require construction contractors to install sandbags or other erosion control measures to
prevent silt runoff to public roadways.
According the current BAAQMD CEQA guidelines, implementation of these mItIgation
measures would reduce construction period air quality impacts to a less-than-significant level.
Supplemental Impact AQ 2: The project would result in a regional emission increase that
would exceed the BAAQMD significance thresholds for ozone precursors.
Vehicle trips generated by the project would result in air pollutant emissions affecting the entire
San Francisco Bay Air Basin. Regional emissions associated with project vehicle use have been
calculated using the URBEMIS-2002 emission model.
The incremental daily emission increase associated with project operational trip generation is
identified in Table 3 for reactive organic gases and oxides of nitrogen (two precursors of ozone)
and PMIO. Also shown is the emission increase under the existing Specific Plan designation
assuming development of 780,000 square feet of campus office space. The Bay Area Air Quality
Management District's thresholds of significance for these pollutants are also shown. Proposed
7
Table 3
P . R
IE. .
. P d P D
rO.lect leS!lOna IDISSlons Ul oun s er a
Reactive Nitrogen PMJO
Organic Oxides
Gases
Project 115.2 104.9 71.6
Development under Existing 71.9 70.2 54.7
Specific Plan
BAAQMD Significance 80.0 80.0 80.0
Threshold
project emissions shown in Table 3 would exceed these thresholds of significance for ROG and
NOx, so the proposed project would have a significant effect on regional ozone air quality.
Supplemental Mitigaton AQ 2: In addition to measures identified in MM 3.1115.0-11.0 of the
East Dublin EIR, the City of Dublin shall require that the following be implemented as part of
the Transportation Demand Management program for the proposed project:
. Provide transit facilities, e.g., bus bulbs/turnouts, bencheH, shelters, etc.
. Provide bicycle land and/or paths, connected to community-wide network.
. Provide sidewalks and/or paths, connected to adjacent land uses, transit stops, and/or
community-wide network.
. Provide secure and conveniently located bicycle storage.
. Provide preferential parking for electric or alternatively-fueled vehicles.
. Provide electric vehicle charging stations.
. Implement feasible TDM measures including a ride-matching program, coordination with
regional ridesharing organizations and provision of transit information.
Implementation of the mitigation measures in the Eastern Dublin EIR (Mitigation Measures
3.11/5.0-11.0 together with the above measures will not achieve the 30% reduction in
project-related emissions that would be needed to reduce emissions below the BAAQMD
thresholds of signficance. Ozone air quality impacts will remain significant and unavoidable.
8
Supplemental Impact AQ 3: Project-related regional emissions would exceed the BAAQMD
thresholds of significance for ozone precursors, resulting in a significant cumulative impact.
According to BAAQMD significance criteria, any proposed project that would individually have
a significant air quality impact would also be considered to have a significant cumulative air
quality impact. Since the proposed project, after mitigation, would exceed the BAAQMD
thresholds of significance for Reactive Organic Gases and Nitrogen Oxides, the project would
have a significant cumulative impact on regional air quality.
Supplemental Mitigation Measure AQ 3: Same as Supplemental Mitigation AQ-2.
Supplemental Impact AQ 4: The project would change traffic volumes and congestion levels,
changing carbon monoxide concentrations. This is a less-than-significant impact.
On the local scale, the project would change traffic on the local street network, changing carbon
monoxide levels along roadways used by project traffic. Carbon monoxide is an odorless,
colorless poisonous gas whose primary source in the Bay Area is automobiles. Concentrations of
this gas are highest near intersections of major roads. New vehicle trips add to carbon monoxide
concentrations near streets providing access to the site.
The Bay Area Air Quality Management District's BAAQMD CEQA Guidelines recommends
estimation of carbon monoxide concentrations for projects where project traffic would impact
intersections or roadway links operating at Level of Service D, E, or F or would cause Level of
Service to decline to D, E, or F.
The analysis of intersection Level of Service (LOS) prepared for the project found that, of the 18
signalized intersections studied, only two would operate at LOS D or worse before addition of
project traffic in either the AM or PM peak traffic hour. However, the project would not change
the Volume to Capacity ratio (VIe) at one of the two intersections (1-580 Eastbound
offramp/Hopyard Road) and would actually improve the LOS at the other intersection (Dublin
BoulevardIDougherty Road). Therefore, the BAAQMD threshold trigger level for estimating
carbon monoxide modeling of concentrations would not be exceeded.
Considering that the proposed project is in an attainment area for carbon monoxide (the state and
federal ambient standards are met) and that Dublin has relatively low background levels of
carbon monoxide compared to other parts of the Bay Area and that Levels of Service at
intersections affected by project traffic would remain relatively good, the conclusion of the East
Dublin EIR that the project would have a less-than-significant impact on local carbon monoxide
concentrations is confirmed.
Carbon monoxide impact of development under the existing Specific Plan would be somewhat
less than that of the proposed project. Carbon monoxide impacts are roughly proportional to
vehicle trips. Development of the site as campus office would generate about 32% of the daily
trips of the current proposal. The impact of development under the existing Specific Plan on
carbon monoxide concentrations would be less-than-significant.
9
References
Bay Area Air Quality Management District, Bay Area CEOA GU:.delines, 1999.
Bay Area Air Quality Management District, Bay Area 2000 Clean Air Plan and Triennial
Assessment, December 20, 2000.
Bay Area Air Quality Management District, Revised San FranciHco Bay Area Ozone Attainment
Plan for the I-Hour National Ozone Standard. October 24,2001.
California Air Resources Board (CARB), Aerometric Data Analysis and Management (ADAM).
2003.
10
Appendix 8.6
Biological Reconnaissance
IKEA Draft Supplemental EIR
City of Dublin
PA 02-034
Page 98
November 2003
I. BIOLOGICAL RESOURCES
This section of the report presents information on biological resour,;es found on and in the project
vicinity. The setting section ofthis chapter describes the habitats a1d biological resources on the site.
Information in this section is used to evaluate the potential impacts of the project with respect to the
significance criteria set forth in the Impacts and Mitigation section.
1. Methods
Prior to conducting field work, LSA biologists searched the Califomia Natural Diversity Data Base
(CNDDB) (CNDDB 2003) to locate records of special-status speci,~s and sensitive
communitieslhabitats in the general region of East Dublin. Using information from these sources and
LSA biologists knowledge of plants and wildlife in the Livermore/Amador Valley, lists of potentially
occurring special-status species and sensitive habitats were developed.
LSA biologist Matt Ricketts visited the Ikea project area on Septenber 16,2003 and walked the
entire site recording information on the habitat types present and searching for sensitive plant
communitieslhabitats and evidence of special-status species or habitats that could support such
species. Plants and animals observed during the survey were recOIded in field notes.
2. Regulatory Context
Federal Endangered Species Act. The federal Endangered Specie~; Act (FESA) protects listed species
from harm or "take" which is broadly defined as to harass, harm, pLlrsue, hunt, shoot, wound, kill,
trap, capture, collect, or attempt to engage in any such conduct. Take can also include habitat
modification or degradation that results in death or injury to a listed species. An activity can be
defmed as "take" even ifit is unintentional or accidental. Listed plant species are provided less
protection than listed wildlife species. Listed plant species are legally protected from take under
FESA if they occur on federal lands or if the project requires a federal action, such as a Section 404
fill permit.
The U.S. Fish and Wildlife Service (USFWS) has jurisdiction ove~ federally-listed threatened and
endangered species under the FESA. The USFWS also maintains lists of 'proposed' and candidate
species. Species on these lists are not legally protected under the ;:;'ESA, but which may become
listed in the near future and are often included in their review of a project.
California Endangered Species Act. The California Endangered 3pecies Act (CESA) prohibits the
take of any plant or animal listed or proposed for listing as rare (p.ants only), threatened, or
endangered. In accordance with the CESA, California Departmert ofFish and Game (CDFG) has
jurisdiction over state-listed species (California Fish and Game Code 2070). Additionally, the CDFG
maintains lists of "species of special concern" that are defined as ~;pecies that appear to be vulnerable
to extinction because of declining populations, limited ranges, amVor continuing threats.
California Environmental Quality Act. Section I 5380(b) of the California Environmental Quality Act
(CEQA) Guidelines provides that a species not listed on the fedenl or state lists of protected species
may be considered rare or endangered if the species can be showr to meet certain specified criteria.
These criteria have been modeled after the definitions in FESA and CESA and the section of the
California Fish and Game Code dealing with rare or endangered plants or animals. This section was
included in the guidelines primarily to deal with situations in whi:h a public agency is reviewing a
P:\Jhu333\BioRcsources.doc (9/28/03)
project that may have a significant effect on a species that has not yet been listed by either the
USFWS or CDFG.
Clean Water Act. Under Section 404 of the Clean Water Act, the U.S. Army Corps of Engineers
(Corps) is responsible forregulating the discharge of fill material into waters ofthe United States.
Waters of the U.S. and their lateral limits are defined in 33 CFR Part 328.3 (a) and include streams
that are tributary to navigable waters and their adjacent wetlands. Wetlands that are not adjacent to
waters of the U.S. are termed "isolated wetlands" and, depending on the circumstances, may also be
subject to Corps jurisdiction.
In general, a Corps permit must be obtained before placing fill in wetlands or other waters of the U.S.
The type of permit depends on the acreage involved and the purpose of the proposed fill. Minor
amounts of fill can be covered by a Nationwide Permit. An Individual Permit is required for projects
that result in more than a "minimal" impact on jurisdictional areas. Individual Permits require
evidence that jurisdictional fill has been avoided to the extent possible and a review ofthe project by
the public.
California Water Quality and Waterbody Regulatory Programs. Pursuant to Section 401 of the
federal Clean Water Act, projects that are regulated by the Corps must obtain water quality
certification from the Regional Water Quality Control Board (RWQCB). This certification ensures
that the project will uphold state water quality standards. The RWQCB may impose mitigation
requirements even if the Corps does not. .
The CDFG exerts jurisdiction over the bed and banks of watercourses and waterbodies according to
provisions of Section 1601 to 1603 of the Fish and Game Code. The Fish and Game Code requires a
Streambed Alteration Agreement for the fill or removal of material within the bed and banks of a
watercourse or waterbody.
Other Statutes, Codes, and Policies. The federal Migratory Bird Treaty Act (16 U.S.c., Sec. 703,
Supp. I, 1989) prohibits killing, possessing, or trading in migratory birds except in accordance with
regulations prescribed by the Secretary of the Interior. This act encompasses whole birds, parts of
birds, and bird nests and eggs. Most native bird species on the project site are covered by this Act.
The California Native Plant Society (CNPS), a non-governmental conservation organization, has
developed lists of plant species of concern in California (Tibor 2001). Vascular plants included on
these lists are defined as follows:
List 3
List 4
Plants considered extinct.
Plants rare, threatened, or endangered in California and elsewhere.
Plants rare, threatened, or endangered in California but more
common elsewhere.
Plants about which more information is needed - review list.
Plants of limited distribution - watch list.
List lA
List IB
List 2
Although the CNPS is not a regulatory agency and plants on these lists have no formal regulatory
protection, plants appearing on List IB or List 2 are, in general, considered to meet CEQA's Section
15380 criteria and adverse effects to these species are considered "significant".
2
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3. Existing Conditions
The Ikea project site (and adjacent Dublin Lifestyle Center) is bordered to the north by Martinelli
Drive (future alignment), on the west by Arnold Road, on the south by Interstate 580, and on the east
by Hacienda Drive. Topography is generally flat with scattered deJris piles and depressions
consisting of concrete blocks and other construction-related fill. Tle site contained a naval hospital
in the 1940's and 50's (Haag, pers. comm.) but has likely remainec a vacant lot since the hospital was
dismantled sometime in the 1950's or 60's (exact date is unknown:. Use of the site over the last 10-
20 years has likely been limited to placement of construction spoil!; from surrounding development
and road-building activities.
a. Vegetation and Habitats. Vegetation throughout the site can best be described as a mix of
ruderal and non-native grassland. The western half is more open arId dominated by non-native
grasses such as Italian wildrye (Lolium multiflorum) and wild oats (Avenafatua), with scattered
patches ofruderal forbs such as Russian thistle (Salsola soda) and yellow star thistle (Centaurea
solstitialis). The eastern and southeastern portions of the site are characterized by fewer grasses and
dense patches ofruderal forbs including black mustard (Brassica nigra), poison hemlock (Conium
maculatum), Italian thistle (Carduus pycnocephalus), bull thistle (Cirsium vulgare), Russian thistle,
and yellow star thistle. Smaller amounts of curly dock (Rumex cri.pus) and rabbit's-foot grass
(Polypogon monspeliensis), both of which grow in wetlands, are scattered throughout the site in small
depressions. In addition, a few small coyote brush (Baccharis pilularis) shrubs are scattered
throughout the site.
b. Wildlife Values. Few wildlife were observed during the September 16 field visit, primarily due
to the degraded nature of the site and the overall low habitat value. Only four species were observed:
black-tailed deer (Odocoileus hemionus), turkey vulture (Catharte,. aura), savannah sparrow
(Passerculus sandwichensis), :md western meadowlark (Sturnelia .1eglecta), all of which are common
species in the Dublin/Livermore area. Other generalist reptile and mammal species that would be
expected to occur on the site include: western fence lizard (Sceloporus occidentalis), common garter
snake (Thamnophis sirtalis), Botta's pocket gopher (Thomomys bottae), black-tailed jackrabbit
(Lepus californicus~, coyote (Canis latrans), and racoon (Procyon lotor).
c. Sensitive Habitats. The CNDDB reports three sensitive habitats in the general
Dublin/Livermore area: valley sink scrub, valley needlegrass grassland, and sycamore alluvial
woodland. None of these sensitive habitats occur within the Ikea ~L1ld Dublin Lifestyles Center
project area. Most of the existing CNDDB records for these habitlts occur in eastern Livermore
adjacent to the Altamont Hills.
No wetlands were observed within the project area, although two ~.pecies designated as "facultative
wetland" species (usually occur in wetlands but occasionally found in nonwetlands) in the National
List of Plant Species That Occur in Wetlands (Reed 1988) were present in small numbers (curly dock
and rabbit's-foot grass). Since the site has a past history of disturbance and does not contain any
native soils (the substrate is primarily fill soil with concrete and asphalt rubble), some of the
depressions collect standing water during the rainy season, allowing these species to grow. In order
for a site to be considered a jurisdictional wetland by the Corps, it must contain all three characteristic
wetland components: hydrophytic vegetation, hydric soils, and h)drology. Although the site
contains small, isolated patches of hydrophytic vegetation, it is unlikely that hydric soils are present
3
P:\Jhu333\BioResources.doc (9/28/03)
due to the disturbed nature of the fill soils on the site. These areas are not hydrologically connected
to any jurisdictional feature. Therefore, the site does not likely contain areas that would be
considered jurisdictional by the Corps.
d. Special-status Species. For the purpose of this EIR, special status species are defined as follows:
. Species that are listed, formally proposed, or designated as candidates for listing as threatened or
endangered under the Federal Endangered Species Act.
. Species that are listed, or designated as candidates for listing, as rare, threatened, or endangered
under the California Endangered Species Act.
. Plant species on List lA, List lB, and List 2 in the California Native Plant Society's (CNPS)
Inventory of Rare and Endangered Vascular Plants of California (Tibor 2001).
. Wildlife species listed by the California Department ofFish and Game (CDFG) as species of
special concern, or as protected or fully protected species.
. Species that meet the definition of rare, threatened, or endangered under Section 15380 of the
California Environmental Quality Act (CEQA) guidelines.
. Considered to be a taxon of special concern by local agencies.
Plant Species. Table A presents a list of 17 special-status plant species considered potentially
occurring in the Livermore/Amador Valley vicinity. Sixteen of these species were eliminated from
consideration due to the extent of habitat disturbance on the site. Congdon's tarplant has been found
previously on disturbed sites, in the vicinity of the project site (U.S. Dept. of Justice/Alameda Co.,
2003). The ruderal/non-native grassland habitat on the Ikea site represents potential habitat for this
species. Congdon's tarplant was identifiable during the September 16, 2003 survey but no plants
were found, indicating its likely absence from the project site.
Wildlife Species. Table B presents a list of fifteen special-status wildlife species considered to
potentially occur in the Livermore/Amador Valley. Nine species were eliminated from consideration
because suitable habitat (i.e., vernal pools, chaparral, freshwater marsh, and a semi-permanent water
source) is not present on the site.
Although burrowing owls have been observed in the vicinity of the project site (U.S. Dept. of
Justice/Alameda Co., 2003), there are no ground squirrels present, and hence no suitable burrows for
owls to occupy. The dense ruderal vegetation present throughout the site reduces habitat suitability
for burrowing owls, which prefer more open, short-grass habitats.
The site provides foraging habitat for white-tailed kite and northern harrier. However, given the
small size of the site, the amount of surrounding development, and the availability of higher-quality
habitat throughout the surrounding region (i.e., Camp Parks, Altamont Hills), it is unlikely that these
species would regularly occur onsite. Suitable nesting habitat is not present for either species.
Loggerhead shrikes occasionally use disturbed sites for resting and foraging while migrating or
dispersing, and could potentially occur on the site for brief periods. However, no suitable nesting
shrubs or trees are present, and the overall lack of open habitat reduces the likelihood that shrikes will
occur there for long periods. Similarly, California horned larks could potentially pass through the
area during migration or the winter, but are unlikely to remain for very long due to the lack of open,
bare ground areas for foraging and nesting.
4
P:'Jhu333\BioResources.doc (9/28/03)
Several surveys for San Joaquin kit fox have been conducted in the project area. No kit fox or sign of
kit fox presence has been detected during these surveys and there are no verified incidental
observations of kit fox from the East Dublin area. The likelihood cf their presence on the Ikea site is
very low, given the amount of :;urrounding development, the disturbed nature of the site and the lack
of burrows.
4. Impacts and Mitigation Measures
a. Criteria For Significance. The proposed project would have 'i significant impact on biological
resources if it would:
. Substantially diminish habitat for fish, wildlife, or plants or thIeaten to eliminate a plant or animal
community;
. Substantially affect a rare, threatened, or endangered plant or animal species (including those
species that meet the definition of rare and endangered according to CEQA), or the habitat of
such species;
. Interfere substantially with the movement of any resident or migratory fish or wildlife species;
. Cause a fish or wildlife population to drop below self-sustaining levels; or
. Create runoff that significantly impact wildlife habitat.
b. Impacts And Mitigation Measures. This section describes potential impacts, if any, to
biological resources that occur or are likely to occur within the Ikea and Dublin Lifestyles Center
project site.
(1) Less-than-significant Biological Resource Impacts. The proposed development of the
Ikea and Dublin Lifestyles Center site will result in a loss of about 27 acres of non-native
ruderal and grassland plant communities. These commun: ties occur on the site as a result of
historical disturbance that allowed introduced non-native plants to colonize and displace the
native plant species that once existed there. Such habitats are presently common throughout
the State of California. The loss of ruder all non-native grassland habitat is not considered to
be significant.
(2) Significant Biological Resource Impacts, Since it if. highly unlikely that any special-
status plant or wildlife species occur on the site, the proposed project is not expected to
significantly impact biological resources. The site is currently surrounded by a human-
modified environment and does not comprise a significan': portion of any regional wildlife
movement corridors. Therefore, since the proposed proje;t will not result in any significant
biological resource impacts, no mitigation is required.
5
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REFERENCES
California Natural Diversity Data Base (CNDDB). 2003. Special-status species occurrences for the
Livermore, Dublin, Tassajara, and Altamont 7.5-minute USGS quadrangles. California
Department ofFish and Game, Natural Heritage Division, Sacramento.
Reed, Jr., P.B. 1988. National List of Plant Species That Occur in Wetlands: Califomia (Region 0).
Biological Report 88 (26.10). U.S. Fish and Wildlife Service, Washington, D.C.
Tibor, D.P. 2001. Inventory of Rare and Endangered Vascular Plants of California. Special
Publication #1, 5th ed. California Native Plant Society, Sacramento.
U.S. Dept. ofJustice, State of California, County of Alameda. 2003. Juvenile Justice Facility and
East County Hall of Justice Draft Environmental Impact Statement and Environmental Impact
Report. Prepared by Lamphier-Gregory, Inc., Oakland, CA.
6
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Table A: Special-status Plant Species Potentially Occurring in the Vicinity of the Ikea
Project Site, Dublin, Alameda County.
Species Status Habitat Potential for Occurrence
(F(~d/State/CNPS)
Amsinckia grandiflora Valley and foothill grassland Low: Disturbed nature of
large-flowered fiddleneck FEISEIl B in various soils. Only known site likely precludes
from 3 native occurrences. occurrence.
Atriplex cordulata Chenopod scrub, valley and Low: No alkaline or sandy
heartscale -1-/1 B foothill grassland, meadows. I soils on site.
Alkaline flats and :iandy
soils. j
Amplex depressa Chenopod scrub, meadows, I Low: No alkaline substrates
brittlescale -I-lIB playas, valley and foothill ! on site.
grassland, vernal }:ools.
A triplex joaquina I Alkali scalds or clay. Low: No alkaline substrates
, Chenopod scrub, alkali
San Joaquin saltbush -I-lIB meadow, valley ar d foothill on site.
grassland.
Arctostaphylos auriculata -I-liB Chaparral. Known only from None: Out of species' range.
Mt. Diablo manzanita the Mt. Diablo area. No suitable habitat.
Astragalus tener var. tener Alkali playa, valley and Low: No alkaline substrates
alkali milk vetch -I-lIB foothill grassland, vernal on-site.
pools.
BaIsamorhiza macrolepis Valley and foothill Low: Disturbed nature of
var. macrolepis -I-lIB grassland, cismomane site likely precludes
big-scale balsamroot woodland. occurrence.
Calochortus pulchellus Chaparral, cismontane None: Out of species' range.
Mt. Diablo fairy-lantern woodland, riparian No suitable habitat.
-I-lIB woodland, valley and
foothill grassland. Wooded
and brushy slopes
Centromadia parryi ssp. Valley and foothill Moderate: Species has been
congdonii -I-lIB grassland. found previously on
Congdon's taIplant disturbed sites, including
near proiect site to north.
Cordylanthus mo/lis ssp. Meadows, playas, valley and Low: Disturbed nature of
hispidus -I-lIB foothill grassland. Damp site and lack of alkali soils
hispid bird's-beak alkaline soils. likelv precludes occurrence.
Cordylanthus palmatus I Chenopod scrub, valley and Low: No alkaline substrates
palmate-bracted bird's FE/SE/IB foothill grassland. Alkaline on site.
beak clay.
Deinandra bacigalupii -1-IlB I Meadows and seeps. None: No suitable habitat
Liverrnoretarolant I Alkaline meadows. i (mesic sites).
Erodium macrophyllum i Cismontane woodland, Low: Disturbed nature of
round-leaved filaree -1-/2 I valley and foothill grassland. site likely precludes
1 occurrence.
Eschscholzia rhombipetala Valley and foothill Low: Disturbed nature of
diamond-petaled California -I-lIB grassland. Most sites are site likely precludes
poppy historical. occurrence.
P:\Jhu3 33 ISp-starusSpecies T able.doc (9/28,03)
Species ! Status Habitat Potential for Occurrence
(Fed/State/CNPS)
Helianthella castanea Upland forest, chaparral, None: No suitable habitat.
Diablo helianthella cismontane woodland,
-I-lIB coastal scrub, riparian
woodland, valley and
foothill grassland. Usually in
rocky, azonal soils.
Hesperolinon breweri Chaparral, cismontane None: No serpentine or
Brewer's western flax -1-/lB woodland, valley and rocky soils on site.
I foothill grassland. Rocky
seroentine soils.
Trifolium depauperatum Marshes and swamps, valley None: No suitable habitat
var. hydrophilum -I-lIB and foothill grassland, (mesic sites).
saline clover vernal pools. Mesic, alkaline
sites.
Status:
FE Federally listed as an endangered species.
SE State listed as an endangered species.
I B California Native Plant Society (CNPS) list of plants rare or endangered in California and elsewhere.
2 CNPS list of plants rare or endangered in California but more common elsewhere.
No status
\ \RIC06\PROJ\Jhu33 3\Sp-SLalUSSpecies T able.doc (9/28/03)
Table B: Special-status Wildlife Species Potentially Occurring in the Vicinity of the Ikea
Project Site, Dublin, Alameda County.
Species Status Habitat I Potential for
(Fed/State/CDFG) I Occurrence
Invertebrates
Longhorn fairy shrimp FE/-I- Vernal pools. None: No vernal pools on
Branchinecta lonfliantenna site.
Vernal pool fairy shrimp FT/-I- Vernal pools. None: No vernal pools on
Branchinecta lvnchi site.
Amphibians
California tiger salamander Grasslands with seHsonal None: Disturbed nature
Ambystoma californiense ponds for breeding. of site, lack of a breeding
FE/-/CSC I site and surrounding
development preclude
occurrence.
California red-legged frog i Ponds, streams, drainages, None: Disturbed nature
Rana aurora draytonii I and associated uplands. of site and lack ofaquatic
FT/-/CSC I habitat preclude
occurrence.
ReDtiles
Western pond turtle i Ponds, streams, dr,inages, None: Disturbed nature
Clemmys marmorata -I-/CSC ! and associated upknds. of site and lack of
permanent water source
oreclude occurrence.
Alameda whipsnake Chaparral, scrub, and None: No suitable habitat
Masticophis lateralis FT/ST/- associated grasslands. on site.
euryxanthus Usually occurs near rock
outcroos.
Birds
Wlrite-tailed kite Open grasslands, meadows, Low: Occasional
Elanus leucurus or marshes. Requite foraging likely.
-I-/CFP isolated, dense-topped trees
or shrubs for nesting and
oerchine:.
Northern harrier Nests in wet mead.)ws and Low: Occasional
Circus cyaneus -I-/CSC marshes, forages over open foraging likely.
grasslands and agricultural
fields.
Fenuginous hawk Open grasslands, I)w Low: Surrounding
Buteo regalis -I--ICSC (wintering) I foothills surrounding development and small
I valleys, agricultural fields. size of area likely limit
i I forae:ine:.
Golden eagle I Rolling foothills a:1d Low: Surrounding
Aquila chrysaetos mountain areas. Nests in development and small
\ -I-ICSC cliff-walled canyons or size of area likely
lare:e trees in open areas. oreclude occurrence.
\\RIC06\PROJ\JhuJ 33\Sp-stalUSSpecies T able.doc (9/28/03)
Species Status Habitat Potential for
(Fed/State/CDFG) Occurrence
Burrowing owl Open, dry grasslands or None: Lack of ground
Athene cunicularia -I-ICSC agricultural areas that squirrel burrows and
contain abundant ground dense vegetation preclude
sauirrel burrows. occurrence.
Loggerhead shrike Open grasslands and Moderate: No nesting
Lanius /udovicianus woodlands with scattered habitat but dispersing or
-I-ICSC shrubs, fence posts, utility migrating individuals
lines, or other perches. could occur for brief
Nests in dense shrubs and periods.
lower branches of trees.
California homed lark Open grasslands. Prefers Low: Surrounding
Eremophila alpestris actia -I-ICSC areas with patches of bare development and small
ground interspersed with size of site likely
short trrasses. oreclude occurrence.
Tricolored blackbird Nests in dense vegetation None: Lack of foraging
Agelaius tricolor -I-ICSC near open water, forages in and nesting habitat
grasslands and agricultural precludes occurrence.
fields.
Mammals
San Joaquin kit fox Annual grasslands with None: No suitable dens.
Vulpes macro tis mutica scattered shrubby Site is isolated from
FE/ST/- vegetation. Loose-textured potentially occupied areas
soils required for digging to east.
burrows.
Status:
FE
FT
ST
CSC=
CFP=
Federally listed as an endangered species.
Federally listed as a threatened species.
State 1 isted as a threatened species.
California Species of Special Concern
California Fully Protected Species
\\RIC06\PRONhu33 3\Sp-stalUSSpecies T able.doc (9/28/03)
Appendix 8.7
Traffic Impact Analysis
IKEA Draft Supplemental EIH
City of Dublin
PA 02-034
Page 99
November 2003
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City of Dublin
1021-1837
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F F H R & PEE RS
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TABLE OF CONTENTS
Paae
EXECUTIVE SUMMARy............ ............................... ........ ...... ... .... .... ... ....... ..... .... ...... ............ .... ;
I. INTRODUCTION ......... ......... .............. ............. ........... ............ ................. ....................... 1
Study Purpose and Evaluation of Intersections .................... ........................................1
Scenarios................................. .............................................. ........................................3
Report Organization .... ..................... ............................. ....... ..................................... ...3
II. EXISTING CONDITIONS ..... ................................ ....... .......... ............. ...... ........... ..........4
Roadway Network ................................................................. ........................................4
Existing Transit Service......................................................... ........................................4
Existing Traffic Volumes and Intersection Lane Geometries ........................................5
Level of Service Methodology ............................................... ......................................10
Existing Conditions Levels of Service .................................. ......................................10
III. BASELINE TRAFFIC CONDITIONS ................................... ......................................13
Baseline Traffic Estimates..................................................... ......................................13
Baseline Roadway Changes ................................................ ......................................16
Baseline Conditions Intersections Levels of Service ............ ......................................16
IV. PROJECT CHARACTERISTICS .......................................... ....................................... 20
Project Traffic Estimates ....................................................... ......................................20
V. PROJECT IMPACTS AND RECOMMENDATIONS ............ ....................................... 27
Significance Criteria .............................................................. ......................................27
Traffic Estimates With Project .............................................. ......................................27
Planned Roadway Improvements ............................... ......... ........ ...................... ......... 27
Project-Related Roadway Changes ..................................... ....................................... 32
Project Conditions Intersection Levels of Service ......................................................33
Project Impacts and Recommendations .....................................................................33
VI. BUILD-OUT CONDITIONS ............................ ................ ...... ....... ........ ........ ................ 37
Build-out Traffic Estimates ......................... ....................... .... .... .... ............ ........... ..... ...37
Build-out Related Roadway Changes .........................................................................40
Build-out Intersection Levels of Service .....................................................................43
Build-out Impacts and Recommendations ...................................................................43
Congestion Management Agency Thresholds ...................... ....................................... 48
Average Daily Traffic Conditions .................................................................................48
Freeway Mainline Weekday Traffic .............................................................................49
VII. SITE ACCESS, CIRCULATION, AND PARKING ....................................................... 52
Site Access and Circulation .........................................................................................52
Parking ........................................................................................................... .............52
VIII. OFF-SITE RECOMMENDATION SUMMARy............................................................. 54
Martinelli Way Extension ............................................................................................. 54
Arnold Road Extension ................................................................................................54
LIST OF APENDICES
APPENDIX A Intersection Traffic Counts
APPENDIX B Existing Conditions LOS Calculation Worksheets
APPENDIX C Land Use Assumptions and Trip Generation
APPENDIX D Baseline Conditions LOS Calculation Worksheets
APPENDIX E Baseline Plus Project Conditions LOS Calculation Worksheets
APPENDIX F Build-out Conditions LOS Calculation Worksheets
LIST OF FIGURES
Project Site and Study Intersections .................................... ................................................. 2
2A Existing January 2003 Peak Hour Traffic Volumes ............. .................................................6
2B Existing January 2003 Peak Hour Traffic Volumes.............. .................................................7
3A Existing January 2003 Lane Configurations and Traffic ControL........................................... 8
3B Existing January 2003 Lane Configurations and Traffic ControL........................................... 9
4A Baseline Peak Hour Traffic Volumes.................................... ............................................... 14
4B Baseline Peak Hour Traffic Volumes.................................... ...............................................15
5A Baseline Conditions Lane Configurations and Traffic ContrcL............................................ 17
5B Baseline Conditions Lane Configurations and Traffic ContrCIl.............................................. 18
6 IKEA Regional Trip Distribution ........................................... ...............................................24
7A Proposed Project Trip Assignment ...................................... ...............................................25
7B Proposed Project Trip Assignment....................................... ............................................... 26
8A Baseline Plus Project Peak Hour Traffic Volumes ............... ............................................... 28
8B Baseline Plus Project Peak Hour Traffic Volumes ............... ...............................................29
9A Baseline Plus Project Conditions Lane Configurations and Traffic Control......................... 30
9B Baseline Plus Project Conditions Lane Configurations and Traffic Control......................... 31
10A Build-out Peak Hour Traffic Volumes ................................... ............................................... 38
10B Build-out Peak Hour Traffic Volumes .................................................................................. 39
11A Build-out Lane Configurations and Traffic Control.............................................................. 41
11B Build-out Lane Configurations and Traffic Control.............................................................. 42
LIST OF TABLES
1 Signalized Intersection Level of Service Definitions Using V/C Ratio..................................... 11
2 Unsignalized Intersection Level of Service Definitions Using Average Delay......................... 11
3 Existing Peak Hour Intersection Level of Service ................................................................... 12
4 Baseline Peak Hour Intersection Level of Service ..................................................................19
5 Vehicle Trip Generation -IKEA Store Surveys ......................................................................20
6 IKEA Shopping Center Trip Generation ................................................................................. 22
7A Existing, Baseline, and Baseline Plus Project AM Peak Hour Intersection Level of Service.. 34
7B Existing, Baseline, and Baseline Plus Project PM Peak Hour Intersection Level of Service.. 35
7C Existing, Baseline, and Baseline Plus Project Saturday Peak Hour Intersection Level of
Service..................................................................................................................................... 36
8A Build-out With Project and With Commerce One AM Peak Hour Intersection Level of
Service............................................. ........................................................................................ 44
8B Build-out With Project and With Commerce One PM Peak Hour Intersection level of
Service................................. .................. ............... ..... .......... ..................................... ............... 45
8C Build-out With Project and With Commerce One Saturday Peak Hour Intersection Level
of Service...................................................................... ........ ................................................... 46
9 Congestion Management Agency Trip Generation Assessment ...........................................48
10 Weekday Average Daily Traffic Forecasts ............................................................................. 48
11 Year 2025 Mainline Freeway Operation AM Peak Hour level of Service .............................50
12 Year 2025 Mainline Freeway Operation PM Peak Hour level of Service .............................51
Final Report
IKEA Development Traffic Impact Study
August 2003
EXECUTIVE SUMMARY
This report presents the findings of a traffic impact analysis conducted for the proposed IKEA
development to be located on the south side of Martinelli Way betwaen Hacienda Drive and Arnold
Road and north of Interstate 580 (1-580) in Dublin, California. The sit,~ was previously designated the
Commerce One site, which was approved with 780,000 square feE!t of office space. The current
proposal would replace the Commerce One approved development with a 317,000 square-foot IKEA
store and a 135,215 square-foot shopping center with approximately 25,855 square feet (20 percent)
of restaurant space. Figure 1 illustrates the site location, the surrounding roadway network, and the
study intersections.
The study purpose is to identify potential impacts of the proposed development on the transportation
system in the project vicinity. Project impacts were analyzed in accordance with methodologies
requested by the City of Dublin staff. The key intersections shown on Figure 1 were evaluated during
the weekday morning (AM), evening (PM), and mid-day Saturday peak periods for the following four
scenarios:
. Scenario 1: Existing Conditions - Existing traffic volumes obtained from counts.
. Scenario 2: Baseline Conditions - Existing traffic volumes plus traffic from "approved"
developments that are either under construction, built but not fully occupied, or unbuilt but
have final site development review approval.
. Scenario 3: Baseline Plus Project Conditions - Traffic volumes from Scenario 2 plus
traffic generated by the proposed IKEA store and retail center.
. Scenario 4: Build-out Conditions - Traffic volumes from Scenario 3 plus traffic from
"pending and build-out" projects (proposed future develcpments not yet approved, as
provided by the City).
Project Trip Making Characteristics
The AM and PM peak hour traffic added to the roadway system b:1 the proposed IKEA store was
estimated based on traffic volume data collected at existing IKEA s':ores in Emeryville, California in
December 2001, and in Woodbridge, Virginia in November 2002. In addition, the trip generation
estimation process considered the relationship between multiple IKEA stores in a given metropolitan
area. Stores of this type attract customers from a broad regional area; therefore, the first store in a
region will generate more new trips than will subsequent stores in t 1e same region. The proposed
Dublin IKEA will be the third store in the Bay Area (after the existing location in Emeryville and the
approved store in East Palo Alto that is expected to open in late 2003), so the trip generation rate of
the Dublin IKEA is expected to be lower than that measured at the Emeryville store. The amount of
traffic generated by the proposed shopping center adjacent to the II<EA store was derived from the
Institute of Transportation Engineer's Trip Generation (6th Edition) fcr a Shopping Center (Land Use
Code 820) and Restaurant (Land Use Code 832).
In total, the site is projected to generate approximately 16,100 daily trips during a typical weekday.
The proposed IKEAlretail center project is expected to generate about 460 net new trips (250 inbound
and 210 outbound) in the AM peak hour. Net new PM peak hour traffic generated by the site is
anticipated to be about 880 trips (440 inbound and 440 outbound). Net new Saturday peak hour
traffic is estimated to be approximately 2,510 trips (1,310 inbound and 1,200 outbound). As a point of
comparison, the previously approved development for the site woukl generate about 980, 920, and
150 trips during the AM, PM, and Saturday peak hours, respectively.
Fehr & Peers
Final Report
IKEA Development Traffic Impact Study
August 2003
Roadway Improvement Assumptions
Off-site road improvements assumed in this study incorporate project-related improvements
necessary to provide access to the project site, improvements currently under construction, and build-
out roadway improvements anticipated to occur with the future development assumed in this study.
Roadway Improvements Under Construction
. Tassaiara Road/Santa Rita Road / 1-580 Interchanae Reconstruction - This project includes
interchange improvements such as: (1) one westbound right-turn lane and an exclusive
overpass lane leading to the northbound free right-turn lane at the 1-580 westbound off-rampl
Tassajara Road intersection; and (2) adding one eastbound left-turn lane, one westbound
left-turn lane, and one northbound overpass through lane at the 1-580 off-ramp/Pimlico Drivel
Santa Rita Road intersection. Expected to be implemented prior to construction of the IKEA
Shopping Center.
Baseline Roadway Improvements
. Dublin Boulevard/Douahertv Road Caoacity Imorovements - This project includes inter-
section widening to incorporate additional turn lanes at the intersection, such as: (1) adding a
southbound right turn lane; (2) adding a westbound left turn lane; (3) adding a northbound left
turn lane, through lane, and right turn lane; and (4) adding an eastbound through lane and
right turn lane. Expected to be implemented at full occupancy of the IKEA Shopping Center.
Project-Related Roadway Improvements
. Martinelli Way Extension - This project includes: (1) constructing Martinelli Way between
Hacienda Drive and Arnold Road; (2) modifying the traffic signal at the Martinelli Way/
Hacienda Drive/Hacienda Crossings intersection to accommodate the Martinelli Way
extension; (3) designing Martinelli Way to accommodate the triple northbound to westbound
left-turn lanes from Hacienda Drive onto Martinelli Way; (4) constructing two left-turn lanes on
Martinelli Way at the project site main entrance; (5) signalizing the project main entrance at
Martinelli Way; and (6) constructing a secondary site access right-turn out only driveway on
Martinelli Way east of Arnold Road.
. Amold Road Extension - This project includes: (1) constructing the Arnold Road extension
south from Dublin Boulevard to the Altamirano Avenue intersection with the southernmost
project site access; (2) modifying the traffic signal at the Arnold RoadlOublin Boulevard inter-
section to accommodate the Arnold Road extension; (3) signalizing the newly constructed
intersection of Arnold RoadlMartinelli Way; and (4) signalizing the project access on Arnold
Road (midway between Martinelli Way and Altamirano Avenue).
Buildout-Related Roadway Improvements
. Dublin BoulevareJ/Tassaiara Road Caoacity Imorovements - Addition of two westbound left-
tum lanes, one through lane and one right-turn lane; one northbound left-turn lane and two
through lanes; one eastbound left-turn lane and one through lane; and one southbound left-
turn lane. Some of these improvements have been constructed, but are not open to traffic.
(Eastern Dublin TIF improvement)
Fehr & Peers
ii
Final Report
IKEA Development Traffic Impact Study
August 2003
. Dublin Transit Center Roadways - Incorporation of new ancl improved roadway connections
at the Dublin Transit Center due to development of the Tram;it Center. Reduction from two to
one northbound exclusive left-turn lanes on Iron Horse Parkway at Dublin Boulevard. The
ultimate lane configurations for this approach would consiBt of one left-turn lane and one
shared righUleft turn lane.
. Scarlett Drive Extension - Extension of Scarlett Drive fl'Om Dublin Boulevard north to
Dougherty Road and associated intersection improvements at Dublin Boulevard/Scarlett
Drive and Dougherty Road/Scarlett Drive, as identifiecl in the Transit Center EIR.
(Eastem Dub/in TIF improvement)
. Dublin Boulevard/Hacienda Drive Capacity Improvements - Addition of one westbound
through lane and conversion of a northbound right-turn lane to a third through lane.
(Eastem Dublin T1F improvement)
. Hacienda Drivel/-SaD Westbound Off-ramp Capacity Im,'rovements - Widening of the
northbound Hacienda overpass to four lanes to accommodate an exclusive lane leading to
the 1-580 westbound loop on-ramp. Addition of one shared righUleft-turn lane on the off-ramp
approach. These improvements are identified in the Transit Center and East Dublin
Properties ErRs.
. Hacienda Drive/I-5aD EB Off-ramp Capacity Improvement - Addition of one shared righUleft-
turn lane on the off-ramp approach, as identified in the East Dublin Properties EIR.
. Dublin BoulevardIDouaherty Road Capacity Improvement - Addition of ultimate improve-
ments as identified on pages 158, 159, and 167 of the TranBit Center DEIR and page 3.6-17
of the East Dublin Properties Draft SEIR. These improverr ents are expected to occur with
the development of the Transit Center project. (Eastem Dublin T1F improvement)
. Douahertv Roadl/-5aD WB Off-ramp Capacity Improvement - Addition of one southbound
free right-turn lane and one shared right/through lane by re-striping an existing shoulder area,
and widening of the westbound diagonal on-ramp to two single-occupancy vehicle lanes as
specified in the Transit Center EIR.
. Fallon Road Extension .- Extension of Fallon Road north tc Tassajara Road to include four
lanes of traffic. (Eastem Dublin T1F improvement)
. Dublin Boulevard/Arnold Road CaDacity ImDrovement - Add ition of a second eastbound left-
turn lane (Eastem Dublin TIF improvement) plus ultimate improvements as identified in the
Transit Center EIR.
. Dublin Boulevard Extension - Extension of Dublin Boulevard east to Fallon Road to include
six lanes of traffic. (Eastem Dublin TIF improvement)
Off-Site Intersection, Roadway and Freeway Findings
The IKEA Shopping Center will have incremental impacts to the stlldy intersections as compared to
the Commerce One project. During the weekday AM peak hour, the incremental impacts are
generally beneficial as compared to the Commerce One project. Weekday PM peak hour incremental
impacts are mixed; the IKEA Shopping Center causes increased 'IIC ratios at some locations but
decreases the V/C ratio in other areas. While the IKEA Shopping Center and Commerce One
projects generate similar levels of traffic during the weekday PM pnak hour, the trip distribution and
assignment characteristics differ due to differences in land uses. Saturday peak hour incremental
impacts are more substantial with the IKEA Shopping Center increasing the V/C ratios at most study
intersections. Analysis findings for intersections, roadway segments, and freeway segments are
summarized below.
Fehr & Peers
iii
Final Report
IKEA Development Traffic Impact Study
August 2003
Intersections
The study intersections operate at acceptable LOS C or better during the AM, PM, and Saturday peak
hours under the existing conditions evaluated in this study. With Baseline traffic forecasts, all of the
study intersections will continue to operate at acceptable levels of LOS D or better during the AM.
PM, and Saturday peak hours.
Based on the Significance Criteria stipulated in the City of Dublin General Plan, there are no
significant project-related impacts under the Baseline Plus Project conditions. All intersections
continue to operate at LOS D or better.
Several intersections are projected to operate below the LOS D threshold under build-out conditions,
regardless of the IKEA Shopping Center development. These intersections include:
. Dublin Boulevard / Hacienda Drive - PM peak hour
. Dublin Boulevard / Arnold Road - PM peak hour
. Dublin Boulevard / Dougherty Road - PM peak hour
Roadway and Freeway Segments
Under all analysis scenarios, roadway segments analyzed within the study area are expected to
operate within standards set by the City of Dublin General Plan policies. Freeway segment analyses
conducted on 1-580 and 1-680 for the build-out scenario indicate similar service levels with or without
the IKEA Shopping Center. Several freeway segments are expected to operate at unacceptable
service levels on 1-580 and 1-680 during the weekday AM and PM peak hours regardless of IKEA
Shopping Center traffic. The IKEA Shopping Center development would be adding to an already
deficient condition on these freeway segments. The addition of trips from this development to build-
out peak hour traffic on adjacent freeways would be considered a significant unavoidable cumulative
impact.
Parking Code Findings
The IKEA store will include the following uses:
. Furniture/retail (217.000 square feet)
. Restaurant (21.000 square feet)
. Warehouse (62.000 square feet)
. Office (17.000 square feet)
Additionally, there will be a 135.215 square-foot retail center comprised of a restaurant (25.855
square feet) and retail facility (109.360 square feet) on the site.
Based on City parking standards. a total of 877 spaces are required to accommodate the IKEA
component of the site and 623 spaces are necessary to accommodate the retaiVrestaurant
component. These requirements are calculated from the following parking code standards:
. 1 stall per 400 square feet of retail (furniture/large appliance/floor)
. 1 stall per 100 square feet of restaurant
. 1 stall per 1000 square feet of warehouse
. 1 stall per 250 square feet of office (0 to 7,500 square feet)
. 1 stall per 300 square feet of office (greater than 7.500 square feet)
. 1 stall per 300 square feet of retail (general, neighborhood)
Fehr & Peers
iv
Final Report
IK.EA Development Traffic Impact Study
August 2003
Based on the site plan from the City of Dublin that was provided to Fehr & Peers, a total of 1,165
spaces are proposed for the IKEA component and 751 spaces are proposed for the retail/restaurant
component. Parking supplies for both sites exceed the parking COdE! requirements.
Study Recommendations
The development site proposed for the IKEA Shopping Center is kllown as the Commerce One site.
The site currently has approval for 780,000 square-feet of office use. The IKEA project's incremental
impact as compared to the Commerce One office development provides a basis from which to
determine what additional measures would be necessary to i Tlprove traffic operations to an
equivalent level as with current approvals (Le., with the Commerce One development).
Measures to improve off-site intersection operations have been cor,sidered to minimize the effects of
traffic generated by the IKEA Shopping Center on the surrounding road system for the Build-out
conditions scenario. As stated previously, the three impacted intersections include Dublin Boulevard/
Hacienda Drive (PM peak hour), Dublin Boulevard/Arnold Road (PM peak hour), and Dublin
BoulevardlDougherty Road (PM peak hour).
The recommendation for the Dublin Boulevard/Arnold Road int,~rsection includes installing one
southbound-to-westbound right-turn lane. With this improvement, lhe intersection operations during
the PM peak hour under the Bui/d-out conditions improve to LO:) D whether the IKEA Shopping
Center or Commerce One is constructed. Both the AM and Sa'urday peak hour operations are
acceptable whether or not the recommended measure is provided.
No recommendations beyon{j those assumed in this study are identified for the Dublin
Boulevard/Hacienda Drive and the Dublin Boulevard/Dougherty Ro:~d intersections. The East Dublin
Properties EIR shows the Dublin Boulevard/Hacienda Drive inters'~ction operating at LOS E during
the PM peak hour under build-out conditions. Similarly, the Transit Center and East Dublin Properties
EIRs show the Dublin Boulevard/ Dougherty Road intersection operating at LOS F during the PM
peak hour under build-out conditions. No additional improvements are feasible at these two
intersections as described in the above EIRs.
It is recommended that the City monitor the intersections of Dublill Boulevard/Dougherty Road and
Dublin Boulevard/Hacienda Drive for peak hour volumes on a periodic basis and continue to obtain
updated volume forecasts for future horizon years. Such monitorillg will be performed to assist the
City and development projects to comply with policies of the Generc I Plan that require implementation
of transportation measures to improve levels of service. In additior, current and future phases of the
1-580 Smart Corridor project are expected to relieve some conqestion at the Dublin Boulevard/
Dougherty Road and Dublin Boulevard/Hacienda Drive intersectior,s (Le., through implementation of
ITS measures) and discourage traffic from diverting off the freeway jue to congestion or incidents.
The applicant for the IKEA Shopping Center should be responsible for implementing the project-
related roadway improvements along the Martinelli Way and Arnold Road corridors as previously
mentioned. In addition, the applicant for the IKEA Shopping Center should contribute a pro-rata share
toward funding the following improvements, which are anticipatecl to be impacted at the Build-out
condition:
. Widening the southbound Arnold Road approach at Dublin Boulevard to include one left-turn
lane, one through lane, and one right-turn lane.
Fehr & Peers
v
Final Report
IKEA Development Traffic Impact Study
August 2003
. Improving the intersection of Dublin Boulevard/Dougherty Road as evaluated in this study to
ultimate improvements. The applicant should advance to the City applicable monies for
acquisition of right-of-way and construction of improvements assumed in this study. The
amount of money advanced to the City should be based on the developer's fair share of the
deficit (spread over those projects which are required to make up the deficit) between funds
available to the City from Category 2 Eastern Dublin Traffic Impact Fee funds and the
estimated cost of acquiring the right-of-way and constructing the improvements. The City
should provide credit for Category 2 Eastern Dublin Traffic Impact Fees to the developer for
any advance of monies for the improvements planned for the Dublin Boulevard/ Dougherty
Road intersection.
. Adding a shared righUleft turn lane on the 1-580 eastbound off-ramp at Hacienda Drive as
identified in the East Dublin Properties EIR.
Development projects in the Tri-Valley area are required to pay the Tri-Valley Transportation
Development (TVTD) Fees toward constructing planned freeway improvements, including HOV lanes,
auxiliary lanes, and interchange improvements on 1-580 and 1-680. Development projects also pay
TVTD Fees toward public transportation improvements to help reduce traffic on the freeways and
other roadways in the Tri-Valley area. Two of the improvements to be funded by the TVTD Fees are
the West Dublin BART Station and the Express Bus Service from Livermore to the East Dublin BART
Station. The IKEA Shopping Center development will be required to pay the appropriate TVTD Fees.
Fehr & Peers
vi
Final Report
IKEA Development Traffic Impact Study
August 2003
I. INTRODUCTION
This report presents traffic impact analysis findings conducted for th~ proposed IKEA development to
be located on the south side of Martinelli Way between Hacienda Drive and Arnold Road and north of
Interstate 580 (1-580) in Dublin, California. The site was previously designated the Commerce One
site, which was approved with 780,000 square feet of office space. The current proposal would
replace the Commerce One approved development with a 317,000 square-foot IKEA store and a
135,215 square-foot shopping center with approximately 25,8:5 square-feet (20 percent) of
restaurant space. Figure 1 illustrates the site location and surrounding roadway network.
Study Purpose and Evaluation of Intersections
The study purpose is to identify potential traffic impacts of the proposed development on the
transportation system in the project vicinity. Project impacts were analyzed in accordance with
methodologies requested by the City of Dublin staff. Traffic operations for the following 18 key
intersections were evaluated for this study:
1. Dublin Boulevard 1 Tassajara Road
2. 1-580 westbound off-ramp 1 Tassajara Road
3. 1-580 eastbound off-ramp 1 Pimlico Drive 1 Santa Rita Roacl
4. Dublin Boulevard 1 Hacienda Drive
5. Martinelli Way 1 Hacienda Drive
6. 1-580 westbound off-ramp 1 Hacienda Drive
7. 1-580 eastbound off-ramp 1 Hacienda Drive
8. Martinelli Way IIKEA main driveway (future intersection)
9. Dublin Boulevard 1 Arnold Road
10. Martinelli Way 1 Arnold Road (future intersection)
11. IKEA minor driveway #11 Arnold Road (future intersection;
12. IKEA minor driveway #21 Arnold Road (future intersection;
13. Dublin Boulevard 1 Iron Horse Parkway
14. Dublin Boulevard 1 Scarlett Drive
15. Scarlett Drive 1 Dougherty Road
16. Dublin Boulevard 1 Dougherty Road
17. 1-580 westbound off-ramp 1 Dougherty Road
18. 1-580 eastbound off-ramp 1 Hopyard Road
Fehr & Peers
1
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Final Report
IKEA Development Traffic Impact Study
August 2003
Scenarios
All existing study intersections are controlled by traffic signals. The key intersections were evaluated
during the weekday morning (AM), evening (PM), and mid-day Saturday peak periods for the
following four scenarios:
. Scenario 1: Existing - Existing traffic volumes obtained from counts.
. Scenario 2: Baseline Conditions - Existing traffic volumes plus traffic from "approved"
project developments that are either under construction, built but not fully occupied, or unbuilt
but have final site development review approval.
. Scenario 3: Baseline Plus Project Conditions - Traffic volumes from Scenario 2 plus
traffic generated by the proposed IKEA store and retail center.
. Scenario 4: Build-out Conditions- Traffic volumes from Scenario 3 plus traffic from
"pending and build-out" projects (proposed future developments not yet approved, as
provided by the City).
Report Organization
This report is divided into eight chapters as described below:
. Chapter I . Introduction discusses the purpose and organizatic n of this report.
. Chapter 11- Existing Conditions describes transportation facilities and traffic operations in
the project vicinity including the surrounding roadway network, AM, PM, and Saturday peak-
hour traffic volumes, and intersection levels of service.
. Chapter /II - Baseline Traffic Conditions provides AM, pr", and Saturday intersection
levels of service after the addition of applicable transportation improvements and traffic from
approved developments as defined above.
. Chapter IV - Project Characteristics presents relevant project information such as the
description of the project components and project trip !Ieneration, distribution, and
assignment.
. Chapter V - Project Impacts and Recommendations provides AM, PM, and Saturday
intersection level of service for baseline conditions (Chapter III) plus proposed project traffic
as developed in Chapter IV.
. Chapter VI- Build-out Conditions provides an assessment of traffic operations with City of
Dublin build-out and all planned roadway improvements. City staff provided a list of potential
build-out developments and planned roadway improvements.
. Chapter VII - Site Access, Circulation, and Parking provides a project site description
relating to general vehicle and pedestrian flows accessing and ( irculating through the site.
. Chapter V/II - Off-site Recommendation Summary provides study results and
recommendations for further improvements.
Fehr & Peers
3
Final Report
IKEA Development Traffic Impact Study
August 2003
II. EXISTING CONDITIONS
This chapter describes the transportation facilities project vicinity including the existing roadway
network and operating conditions at the study intersections.
Roadway Network
Interstate 680 (1-680) provides regional access to the project site from the north and south, and 1-580
from the east and west. Dublin Boulevard, Hacienda Drive, Arnold Road, and Martinelli Way provide
local access. Each of these roadways is described below.
1-580 is an east-west freeway that extends from U.S. 101 in San Rafael to Interstate 5 (1-5) south of
Tracy. Through Dublin, 1-580 carries approximately 183,000 vehicles per day (vpd) across six travel
lanes'. Local interchanges are located at Dougherty Road, Hacienda Drive, and Tassajara Road.
1-680 is a north-south freeway that extends from Interstate 80 (1-80) in Solano County south to
San Jose. Through Dublin, 1-680 carries approximately 147,000 vpd across eight travellanes.1 Local
access to 1-680 is provided at an interchange located north of 1-580.
Dublin Boulevard is a major east-west arterial that extends from just west of Brigadoon Way at the
western city limit, through Dublin parallel to 1-580, to Keegan Street in eastern Dublin. Dublin
Boulevard has six travel lanes between San Ramon Road and Village Parkway and between
Dougherty Road and Tassajara Road. This roadway (east of San Ramon Road) is classified as a
Metropolitan Transportation System (MTS) roadway under the county's Congestion Management
Program. Pedestrian and bicycle facilities are provided on this roadway within the project vicinity.
Hacienda Drive, bordering the project site on the east, is a major north-south arterial that extends
from Gleason Drive in Dublin to West Las Positas Boulevard in Pleasanton. Hacienda Drive has six
travel lanes between 1-580 and Dublin Boulevard. Pedestrian and bicycle facilities are provided on
this roadway within the project vicinity.
Arnold Road is a two lane, north-south roadway that extends from Gleason Drive to Dublin
Boulevard. In the future, this roadway will extend south past the future Martinelli Way intersection
and along the western boundary of the project site. This roadway will provide access between the
project site and Dublin Boulevard
Martinelli Way will be a future east-west roadway extending from Hacienda Drive to Arnold Road and
eventually through the transit center area. The main entrance to the IKEA Shopping Center will be on
Martinelli Way. Pedestrian and bicycle facilities will be provided throughout the roadway
Existing Transit Service
Fixed-route transit, DART (Direct Access Responsive Transit), and paratransit are available in Dublin.
"Wheels" is the transit service provided by the Livermore Amador Valley Transit Authority (LAVTA) for
the Tri-Valley communities of Dublin, Livermore, and Pleasanton. The "Wheels" routes that provide
service near the project site include Routes 1, 3, and 54. Each route is described below.
1 Freeway volumes from Traffic Volumes on Califomia State Highways (Caltrans, 2001)
Fehr & Peers
4
Final Report
IKEA D.we/opment Traffic Impact Study
August 2003
Route 1: Route 1 is separated into Routes 1A and 1B. Route 1A operates clockwise and Route1B
operates counter-clockwise. These routes connect the Dublin Bay Area Rapid Transit (BART) station
with the Santa Rita jail, Hacienda Crossing, and the Rose Pavilion. Service is provided from 6:00 AM
to 7:30 PM on weekdays with 30-minute headways.
Route 3: Route 3 is separated into Routes 3A and 3B. Route 3A opemtes clockwise and Route 3B
operates counter-clockwise. These routes connect the Dublin BART station and Stoneridge Mall
along Dublin Boulevard and Foothill Road. They also connect these sites to downtown Dublin and
Alcosta Boulevard in San Ramon. The routes cover most of Dougherty Road within the city limits of
Dublin. Service is provided during peak weekday periods from 6:00 to 9:30 AM and 2:00 to 7:00 PM
with 1-hour headways.
Route 54: This Altamont Commuter Express (ACE) shuttle provides service between the Dublin
BART station, Pleasanton Fairgrounds, and ACE train. Service is provided along Dublin Boulevard
and Hacienda Drive near the project site. This route operates on weekdays during peak periods from
5:30 to 8:30 AM and 4:00 to 8:00 PM with headways of more than 1-hour. The ACE train provides
service between Stockton and San Jose, including stations in Livermore and Pleasanton.
DART provides service during off-peak hours when most fixed-route buses are not in operation.
Weekday service runs between 9:00 AM and 2:00 PM and 7:30 to 9:3C PM. Saturday service runs
from 8:30 AM to 6:30 PM. With a reservation, a DART van will provide passengers with the most
direct transportation service possiblE!. Dial-a-Ride paratransit is also available seven days a week for
passengers with disabilities.
BART provides regional rail transit access from the Dublin/Pleasanton ~;tation. BART runs at 15- to
20-minute headways between 4:00 and 12:00 AM on weekdays. Saturcay service is available every
20 minutes between 6:00 and 12:45 AM. Service is also available on Sunday from 8:00 to 12:45 AM
with 20-minute headways.
Existing Traffic Volumes and Intersection Lane Geometriies
The study intersection traffic operations were analyzed under weekclay AM and PM peak hour
conditions and Saturday mid-day peak hour conditions. Peak hour conditions were determined from
peak period intersection turning movement counts. Weekday AM and PM turning movement counts
were conducted on February 11, 19, and 20, 2003, from 7:00 to 9:00 AIv1 and from 4:00 to 6:00 PM.
Saturday tuming movement counts were conducted on July 13, 20, and August 24,2002 from 3:30 to
5:30 PM. The raw traffic count di:lta for the AM, PM, and Saturday peak periods is provided in
Appendix A.
The peak hour represents the highest 1-hour during the peak period traffic counts. From the data
collection effort, weekday peak hours were determined to be 7:30 to 8: 30 AM and 5:00 to 6:00 PM,
and the Saturday peak hour was 3:30 to 4:30 PM. Figures 2A and 2B p"esent the existing peak hour
turning movement counts, and thl~ existing lane configurations and traffic control for the study
intersections are shown on Figures 3A and 3B.
Fehr & Peers
5
65 (255)[1151~
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FEHR & PEERS
TRANSPORTATION CONSULTANTS
Augusl2003
1837.12a
IKEA Dublin Traffic Impact Analysis
EXISTING (JANUARY 2003)
PEAK HOUR TRAFFIC VOLUMES
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fP
F E H R & PEE RS
TRANSPORTATION CONSULTANTS
August 2003
1837-12b
lKEA Dublin Traffic Impact Analysis
EXISTING (JANUARY 2003)
PEAK HOUR TRAFFIC VOLUMES
FIGURE 28
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FEHR & PEERS
TRANSPORTATION CONSULTANTS
August 2003
1837-13a
IKEA Dublin Traffic Impact Analysis
EXISTING (JANUARY 2003)
LANE CONFIGURATIONS AND TRAFFIC CONTROL
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FEHR & PEERS
TRANSPORTATION CONSULTANTS
August 2003
lB37-13b
- - - - = Future Roadway
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But Not Open
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IKEA Dublin Traffic Impact Analysis
EXISTING (JANUARY 2003)
LANE CONFIGURATIONS AND TRAFFIC CONTROL
FIGURE 38
Final Report
IKEA Development Traffic Impact Study
August 2003
Level of Service Methodology
The concept of level of service (LOS) is commonly used to determine the operating conditions of an
intersection or roadway. The LOS grading system is a rating scale ranging from LOS A to LOS F,
where LOS A represents free-flow conditions and LOS F represents jammed conditions. A unit of
measure, such as the volume-to-capacity (V/C) ratio or average delay, generally accompanies a LOS
designation. The City of Dublin General Plan states that a service level of LOS D or better is
considered acceptable; LOS E or LOS F standards are considered undesirable.
The City of Dublin uses the intersection LOS methodology outlined in Technical Procedures (Contra
Costa County Transportation Authority [CCTA), 1997), which relates service level grade to a V/C
ratio. The V/C ratio relates the total traffic volumes for critical opposing movements to the theoretical
capacity for those movements. This methodology is only applied to signalized intersections. For
unsignalized intersections, methods are based on the Highway Capacity Manual (HCM)
(Transportation Research Board, 2000). This method determines the service level for each
movement based on the average control delay per vehicle. Control delay includes deceleration
delay, queue move-up time, stopped delay, and acceleration delay.
Table 1 summarizes the LOS criteria for the CCTA (signalized) methodology, and Table 2
summarizes the LOS criteria for the HCM (unsignalized) methodology.
Existing Conditions Levels of Service
The existing lane configurations and peak hour turning movement volumes were used to determine
service levels for the study intersections. These results are shown in Table 3. The measure of
effectiveness 01IC ratio) for signalized intersections and LOS are presented. As indicated in the
table, all study intersections operate at acceptable LOS C or better during the AM, PM, and Saturday
peak hours. LOS calculation worksheets are provided in Appendix B.
Fehr & Peers
10
Final Report
IKEA Development Traffic Impact Study
August 2003
TABLE 1
Signalized Intersection level of Service Definitions 'Jsing V/C Ratio
Level of Description of Traffic Conditions VlC Ratio
Service
A Stable flow - slight or no delay. Conditions are such that no approach phase is 0.00 - 0.60
fully utilized by traffic and no vehicle waits longer than one red indication.
S Stable flow - Slight delay. An occasional approach phase is fully utilized. 0.61 -0.70
C Stable flow - Acceptable delay. A few drivers arriving at the l!nd of a queue may 0.71 - 0.80
have to wait through one signal cycle.
D Approaching unstable flow - Tolerable delay. Delay may bl! substantial during 0.81 - 0.90
short periods, but excessive back ups do not occur.
E Unstable flow - Intolerable delay. Delay may be great - up to several signal 0.91 - 1.00
cycles. Long queues form upstream of intersection.
F Forced flow - Excessive delay. Volumes vary widely, depenc ing on downstream > 1.00
queue conditions.
Source: Technical Procedures (Contra Costa Transportation Authority, 1997).
TABLE 2
Unsignalized Intersection level of Service Definitions Using Average Delay
level of Service Average Control Delay Description
(secondslvehicle)
A 0-10 Little or no delay
S > 10 -15 Minor delays
C > 15 - 25 Average delays
D > 25 - 35 Moderate delays
E > 35-50 Lengthy delays
F > 50 Excessive delays/gridlock
Source: Highway Capacity Manual (Transportation Research Board, 2000).
Fehr & Peers
11
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Final Report
IgEA Development Traffic Impact Study
August 2003
III. BASELINE TRAFFIC CONDITIONS
This chapter describes the study intersection operations under b;3seline traffic conditions including
existing traffic plus traffic generated by approved projects. The me:hodology for determining baseline
traffic volumes is described and levels of service are also presentee I.
Baseline Traffic Estimates
As requested by City staff, baseline conditions were developed by adding existing traffic with traffic
generated by approved projects. A list of approved but not l'et constructed or fully occupied
developments was provided by the City of Dublin. The City also provided traffic studies that were
completed for many of the approved projects. The amount of traffic generated by these devel-
opments during weekday AM and PM and Saturday peak hours was estimated from the Institute of
Transportation Engineers (ITE) Trip Generation (6th Edition) and the respective project traffic studies.
A complete list of approved projects, including trip generation information, is provided in Appendix C.
Approved projects in Dublin ape estimated to generate between 2, JOO and 2,500 net new peak hour
trips, as follows:
. 2,070 (820 inbound and 1,250 outbound) for the AM peak ~our
. 2,410 (1,320 inbound and 1,090 outbound) for the PM peak hour
. 2,080 (1,100 inbound and 980 outbound) for Saturday peak hour
Fehr & Peers contacted the City of Pleasanton and Contra Costa :;ounty in July 2002 to investigate
probable projects, both north and south of the City of Dublin that potentially could impact the study
intersections. The City of Pleasanton provided both land use forecasts and expected build-out traffic
forecasts from their traffic model. Contra Costa County provided information related to Dougherty
Valley development. Appendix C contains a summary of the baseline traffic estimates for Pleasanton
and Dougherty Valley including land use type, size and reslllting trip generation. Combined,
development in Dougherty Valley and the City of Pleasanton is likely to generate about 2,550 AM
peak hour trips, 2,950 PM peak hour trips, and 1,720 Saturday peal( hour trips.
The directional distribution of the trips generated by the developllents in Dublin, Pleasanton, and
Dougherty Valley were developed using a combination of distribution characteristics from the
Tri-Valley traffic model, previously completed traffic studies, and kn')wledge of local travel patterns.
Traffic generated by the developments in Dublin, Pleasanton, and Dougherty Valley was assigned to
the roadway system using the software TRAFFIX. The assigned traffic was added to the existing
turning movement volumes (as shown on Figures 2A and 28) to obtain the Baseline conditions traffic
forecasts. Figures 4A and 48 present the resulting turning movement volumes at the study
intersections under Baseline conditions.
Fehr & Peers
13
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FEHR & PEERS
UANSPORTATlON CONSULTANTS
August 2003
1837-14a
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IKEA Dublin Traffic Impact Analysis
BASELINE PEAK HOUR
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FEHR & PEERS
TRANSPORTATION CONSULTANTS
August 2003
1837-14b
IKEA Dublin Traffic Impact Analysis
BASELINE PEAK HOUR
TRAFFIC VOLUMES
FIGURE 4B
Final Report
IKEA Development Traffic Impact Study
August 2003
Baseline Roadway Changes
There is a planned roadway improvement currently under construction within the study area that was
included in the Baseline conditions analysis:
. Tassaiara Road/Santa Rita Road / 1-580 Interchanae Reconstruction - This project includes
interchange improvements such as: (1) one westbound right-turn lane and an exclusive
overpass lane leading to the northbound free right-turn lane at the 1-580 westbound off-rampl
Tassajara Road intersection; and (2) adding one eastbound left-turn lane, one westbound
left-turn lane, and one northbound overpass through lane at the 1-580 off-ramp/Pimlico Drivel
Santa Rita Road intersection.
This improvement, including the study intersection lane configurations and traffic control under
Baseline conditions, is shown on Figures SA and 5B.
Baseline Conditions Intersection Levels of Service
Levels of service were calculated for the study intersections using the baseline traffic volumes from
Figures 4A and 4B, and lane configurations and traffic controls shown on Figures SA and 5B. Table 4
presents the LOS results for Baseline conditions. LOS calculation worksheets are included in
Appendix D.
As shown in Table 4, all intersections operate at an acceptable LOS D or better during the AM, PM,
and Saturday peak hours.
Notable differences between the Existing and Baseline conditions include:
. The change from LOS A to LOS B at the 1-580 eastbound off-ramp/Pimlico Drivel Santa Rita
Road intersection during the weekday PM peak hour. LOS degradation occurs despite the
roadway improvements assumed at this study intersection.
. The 1-580 eastbound off-ramp/Hopyard Road intersection is anticipated to deteriorate from
LOS B to LOS D during the weekday AM peak hour and from LOS A to LOS B during the PM
peak hour.
. The Dublin Boulevard/Dougherty Road intersection is expected to deteriorate from LOS C
with Existing conditions to LOS D with Baseline conditions during the weekday PM peak
hour.
Fehr & Peers
16
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F E H R & PEE RS
TRANSPORTATION CONSULTANTS
August 2003
1837-153
IKEA Dublin Traffic Impact Analysis
BASELINE CONDITIONS
LANE CONFIGURATIONS AND TRAFFIC CONTROL
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F E H R & PEE RS
TRANSPORTATION CONSULTANTS
August 2003
1837-15b
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IKEA Dublin Traffic Impact Analysis
BASELINE CONDITIONS
LANE CONFIGURATIONS AND TRAFFIC CONTROL
FIGURE 5B
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Final Report
IKEA Development Traffic Impact Study
August 2003
IV. PROJECT CHARACTERISTICS
The proposed project consists of a 317,000 square foot IKEA store and a 135,215 square-foot
shopping center, including approximately 25,855 square feet (20 percent) of restaurant space. The
methodology used to estimate the amount of traffic generated by these uses is presented in this
chapter.
Project Traffic Estimates
The amount of traffic associated with a project is estimated using a three-step process:
1) Trip Generation - the amount of traffic entering and exiting a project site is estimated on a
daily and peak-hour basis.
2) Trip Distribution - the directions of trips to approach and depart the site are estimated.
3) Trip Assignment - the assigned traffic to specific roadway segments and intersection-
turning movements is determined.
The results of this process are described in the following sections.
Trip Generation
The AM and PM peak hour traffic added to this roadway system by the proposed IKEA store was
estimated on traffic volumes collected at existing IKEA stores in Emeryville, California in December
2001, and in Woodbridge, Virginia in November 2002. The survey findings are presented in Table 5.
Other factors considered in the trip generation development process included the relative locations of
the approved East Palo Alto store (to be opened in 2003) in Santa Clara County and the existing
IKEA store in Emeryville. The regional attraction of these stores creates a situation where a third
similar-type establishment is not expected to generate new trips at the same rate as the initial
establishment. According to the market projections conducted by IKEA Property, Inc., when fully
operational, IKEA Dublin will generate about 61 percent of the current sales at IKEA Emeryville.
TABLE 5
Vehicle Trip Generation - IKEA Store Surveys
AM Peak Hour PM Peak Hour Saturday Peak Hour
Survey Location 1 Vehicle Trips Vehicle Trips Vehicle TriDs
In Out In Out In Out
Emeryville 2 29 32 266 298 630 549
Woodbridge 3 19 9 119 148 733 795
Notes:
1. These survey sites are similar in size, visitor activity, and are the only IKEA stores in their respective marleets.
2. Vehicle trips obtained from driveway volumes counted at the existing IKEA location in Emeryville, Califomia during
December 2001.
3. Vehicle trips obtained from driveway volumes counted at the existing IKEA location in Woodbridge, Virginia
during November 2002.
Source: Fehr & Peers, June 2003
Fehr & Peers
20
Final Report
IKEA D,welopment Traffic Impact Study
August 2003
Considering the survey data from Table 5 and sales projections discus:,ed above, Fehr & Peers, in
consultation with City staff, determined the Dublin IKEA would likely gent~rate about 25 percent fewer
weekday trips than was generated at the existing Emeryville IKEA. Appropriate adjustments were
made for pass-by IKEA traffic during the weekday PM peak hour. For :;aturday data, trip estimates
were based solely on the Woodbridge IKEA store trip generation surlley results as this facility is
located at a shopping destination similar to the Dublin site.
The amount of traffic generated by the proposed shopping center adjclcent to the IKEA store was
derived from ITE's Trip Generation (6th Edition) for a Shopping Cente' (Land Use Code 820) and
Restaurant (Land Use Code 832) with appropriate adjustments made for pass-by traffic. Trip rates
for the shopping center were based on the regression equation (and rot average value) from Trip
Generation, according to the guiding principles stated in the Trip Generation Handbook (October
1998). The same publication indicates that restaurant rates should bll based on average values.
Table 6 shows the projected trip generation for the Dublin IKEA Shoppin~ Center.
As shown in Table 6, the site is projected to generate approximately 16,100 daily trips during a typical
weekday. During the AM peak hour, about 460 net new trips (250 Inbound and 210 outbound)
would be generated. Net new PM peak hour traffic generated by the site is anticipated to be about
880 trips (440 inbound and 440 outbound). Net new Saturday peak hl)ur traffic is estimated to be
approximately 2,510 trips (1,310 inbound and 1,200 outbound).
Table 6 also shows the trip generation for Commerce One as approved by the city of Dublin. The
IKEA Shopping Center site (previously known as Commerce One) has approvals for a 780,000
square-foot office use. Trip generation shown in Table 6 was obtained from the traffic impact study
prepared for the Commerce One office development. As shown, nllt new PM peak hour trips
generated by the Commerce One and IKEA Shopping Center developnents are similar (i.e., within
5 percent). During the AM peak hour, Commerce One would generate substantially more traffic than
the IKEA Shopping Center, while the reverse is true for the Saturday pea < hour.
Trip Distribution and Assignment
Traffic distribution for the Dublin IKEA Shopping Center was derived from the primary trade areas
(PTAs) established by IKEA Property, Inc. PTAs were established using zip code sales surveys at
the existing Emeryville IKEA, 2006 population projections, and the relative locations of the three
stores (i.e., existing store in Emeryville, store opening in East Palo Alto, and proposed Dublin store)
within the Bay Area.
Using information provided by IKEA, Fehr & Peers derived the followin!l regional trip distribution for
IKEA Shopping Center trips:
. 35 percent of trips to/from the south along 1-680
. 30 percent of trips to/from the north along 1-680
. 10 percent of trips to/from the west along 1-580
. 11 percent of trips to/from the east along 1-580
. 14 percent of trips to/from the Dublin, Pleasanton, and San Ramon areas
Fehr & Peers
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Final Report
IKEA Development Traffic Impact Study
August 2003
These trip distribution percentages are illustrated on Figure 6. The distribution percentages shown
and listed above were applied to the trip generation estimates shown in Table 6. The resulting trips
were then assigned to the roadway system through the study intersEdions. The assignment process
was completed using the assignment software TRAFFIX. The trafic assignments used the closest
proximity interchange (i.e.. Hacienda Drive) to access the freeway. Pass-by traffic assignments were
applied according to the inter-relationship between traffic levels on Dublin Boulevard and Hacienda
Drive. The resulting project traffic assignments are illustrated on FiglJres 7A and 7B.
Fehr & Peers
23
TASSAJAAA
..~ _ ;',.,.; .
t
N
Not to scale
LEGEND:
-.-.-= City Limits
11% = Percentage ofTrip Distribution
fP
FEHR & PEERS
TRANSPORTATION CONSULTANTS
August 2003
1837'{)1
.";.,'
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11%
IKEA Dublin Traffic Impact Analysis
IKEA REGIONAL TRIP DISTRIBUTION
FIGURE 6
Dublin Btvd.
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LEGEND:
o = Study
Intersections
XX(yy)lZ2I = AM (PM) [Saturday]
Peak Hour
Traffic Volumes
NOTE: Volumes
include diverted trips.
fP
FEHR & PEERS
TRANSPORTATION CONSULTANTS
Augus12003
1837-16a
IKEA Dublin Traffic Impac:t Analysis
PROPOSED PROJECT
TRIP ASSIGNMENT
FIGURE 7 A
.,;
a:
:
19(33)[l37).)f
LEGEND:
o = Study
Intersections
XX(vy)1ZZl = AM (PM) (SaturdaYl
Peak Hour
Traffic Volumes
fP
FEHR & PEERS
TRANSPORTATION CONSULTANTS
August 2003
1837-16b
IKEA Dublin Traffic Impact Analysis
PROPOSED PROJECT
TRIP ASSIGNMENT
FIGURE 78
Final Report
IKt:A Development Traffic Impact Study
August 2003
V. PROJECT IMPACTS AND RECOMMENDATIONS
This chapter discusses the impacts of the proposed IKEA Shopping Center on the surrounding
transportation system. LOS calculation results for project conditions are also presented. Baseline
Plus Project conditions are defined, and project impacts are identifiEld by comparing the LOS results
under project conditions to those under Baseline conditions.
Significance Criteria
Intersections
An impact would be significant if an intersection previously mitigat'3d to an acceptable level would
now exceed acceptable levels. In addition, an impact would be significant if a new intersection is
identified as exceeding acceptable levels and if such intersection was not previously identified in the
Eastern Dublin EIR as a study intersection. The General Plan standard requires that the City strive
for LOS D at intersections (General Plan Circulation and Scenic Highways Guiding Policy F).
Roadway Segments
With respect to routes of regional significance, an impact would be significant if a road has been
identified since certification of the Eastern Dublin EIR as such a route and such a route would fail to
comply with the applicable standard of the General Plan. The General Plan requires the City to make
a good faith effort to maintain LOS D on arterial segments and intersections of routes of regional
significance (Le., Dublin Boulevard, Dougherty Road, Tassajara Road and San Ramon Road), or
implement transportation improvements or other measures to im~ rove the service level. If such
improvements are not possible or sufficient, and the Tri-Valley Transportation Council cannot resolve
the maUer, the City may modify the LOS standard if other jurisdictions are not physically impacted
(General Plan Circulation and Scenic Highways Guiding Policy E [LC S D)).
The maximum average daily traffic (ADT) threshold standards of the General Plan for four-lane
roadways (30,000 vpd), six-lane roadways (50,000 vpd) and eight. lane roadways (70,000 vpd) are
used to determine street widths.
Traffic Estimates With Project
Traffic generated by the project (see Table 6) was assigned to th.~ roadway system based on the
general distribution characteristics presented in Figure 6. The assigned traffic (see Figures 7A and
7B) was added to the Baseline turning movement volumes (see Figures 4A and 4B) to obtain the
Baseline Plus Project traffic forecasts. Figures 8A and 8B show tllrning movement volumes at the
study intersections under the Baseline Plus Project conditions.
Planned Roadway Improvements
The intersection of Dublin Boulevard/Dougherty Road would consist of lane configurations based
on the interim improvements planned for this intersection. These geometries are illustrated on
Figures 9A and 9B. These improvements are included in the City of Dublin's 5-Year Capital
Improvement Program (CIP) and are expected to be implemented by the time the proposed IKEA
Shopping Center is fully developed. The current CIP project to in:itall the interim improvements at
Dublin Boulevardl Dougherty Road is funded by project developers who are required to pay their pro-
rate share of the cost to construct these improvements through payrnent of the Eastern Dublin Traffic
Impact Fee.
Fehr & Peers
27
I
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LEGEND:
o = Study
Intersections
XX(YY)\ZZI = AM (PM) [SaturdaYl
Peak Hour
Traffic Volumes
- - - - = Future Roadway
fP
FEHR & PEERS
TRANSPORTATION CONSULTANTS
August 2003
1837.17a
IKEA Dublin Traffic Impact Analysis
BASELINE PLUS PROJECT
PEAK HOUR TRAFFIC VOLUMES
FIGURE SA
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LEGEND:
o = Study
Intersections
XX(\'V)(ZZJ = AM (PM) [Saturday]
Peak Hour
Traffic Volumes
- - - - = Future Roadway
11>
FEHR & PEERS
TRANSPORTATION CONSULTANTS
AuguSl 2003
1837-17b
IKEA Dublin Traffic Impact Analysis
BASELINE PLUS PROJECT
PE:AK HOUR TRAFFIC VOLUMES
FIGURE 88
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LEGEND:
o = Study
Intersections
~ = Signalized Intersection
'FREE' = Free Right Turn
OL = Right Turn Overlap
- - - - = Future Roadway
* = Lane Constructed
But Not Open
** = U-Tum Lane
tp
FEHR & PEERS
TRANSPORTATION CONSUltANTS
August 2003
lB37-1Ba
IKEA Dublin Traffic Impact Analysis
BASELINE PLUS PROJECT CONDITIONS
LANE CONFIGURATIONS AND TRAFFIC CONTROL
FIGURE 9A
LEGEND:
o :::; Study
Intersections
o :::; Signalized Intersection
'FREE' :::; Free Right Tum
OL :::; Right Turn Ovu1ap
11>
FEHR & PEERS
TRANSPORTATION CONSULTANTS
August 2003
1837-18b
- - - - :::; Future Roadway
* :::; Lane Constructed
But Not Open
** :::; U-Turn Lane
IKEA Dublin Traffic Impact Analysis
BASELINE PLUS PROJECT CONDITIONS
LANE CONFIGURATIONS AND TRAFFIC CONTROL
FIGURE 9B
Final Report
IKEA Development Traffic Impact Study
August 2003
Ultimate improvements at this intersection are expected to occur at build-out with the development of
the Transit Center project, as described in Chapter VI of this report.
The specific interim lane geometries for the intersection of Dublin Boulevard and Dougherty Road are
listed below:
Eastbound
. One left-turn lane
. Three through lanes
. Two right-turn lanes
Northbound
. Three left-turn lanes
. Two through lanes
. One shared through/right-turn lane
. One right-turn lane
Westbound
. Three left-turn lanes
. Two through lanes
. One right-turn lane
Southbound
. Two left-turn lanes
. Three through lanes
. One right-turn lane
Project-Related Roadway Changes
Figures 9A and 9B show the lane configurations and traffic control at the study intersections under
the Baseline Plus Project conditions. Roadway improvements assumed within the study area and
constructed with the project include:
Martinelli Way Extension
. Construct Martinelli Way between Hacienda Drive and Amold Road.
. Modify the traffic signal at the Martinelli Way/Hacienda Drive/Hacienda Crossings intersection
to accommodate the Martinelli Way extension
. Design Martinelli Way to accommodate the triple northbound to westbound left-tum lanes
from Hacienda Drive onto Martinelli Way.
. Construct two left-turn lanes on Martinelli Way at the project site main entrance.
. Signalize the project main entrance at Martinelli Way.
. Construct a secondary site access right-turn out only driveway on Martinelli Way east of
Arnold Road.
Arnold Road Extension
. Construct the Arnold Road extension south from Dublin Boulevard to the Altamirano Avenue
intersection with the southern most project site access.
. Modify the traffic signal at the Arnold Road/Dublin Boulevard intersection to accommodate
the Arnold Road extension south from Dublin Boulevard to the Altamirano Avenue
intersection with the southernmost project site access.
. Signalize the newly constructed intersection of Amold Road/Martinelli Way.
. Signalize the project access on Arnold Road (midway between Martinelli Way and Altamirano
Avenue).
Fehr & Peers
32
Final Report
JI<EA Development Traffic Impact Study
August 2003
Project Conditions Intersection Levels of Service
Intersection operations under the Baseline Plus Project conditionB were evaluated. Tables 7A, 7B
and 7C compare the Baseline and Baseline Plus Project conditiolS for the AM, PM, and Saturday
peak hours. Corresponding LOS calculation worksheets are includlld in Appendix E.
With the addition of project trips, most intersections would continue to operate at similar service levels
as identified for Baseline conditions. Although there are no significant project impacts in accordance
with the City of Dublin criteria, notable differences in service levels caused by the project include the
following:
. Martinelli Way/Hacienda Drive - Intersection service levlll changes from LOS A to LOS C
during the Saturday peak hour as a result of additional pmject traffic and the construction of
Martinelli Way, which results in the need to convert the existing traffic signal operations from
a 3-phase to an 8-phase system.
. 1-580 Eastbound Off-ramo/Hacienda Drive - Intersection operations change from LOS A to
LOS B for the weekday PM and Saturday peak hours.
. 1-580 Westbound Off-ramo/Hacienda Drive - Intersection operations change from LOS A to
LOS B for the Saturday peak hour.
. Dublin Boulevard/Douahertv Road - Weekday PM p:!ak hour intersection operations
change from LOS D to LOS A with project traffic and planned road improvements assumed
in this study.
Project Impacts and Recommendations
Based on the Significance Criteria stated at the beginning of C lapter V, there are no significant
project-related impacts under the Baseline Plus Project condition. ,\11 intersection operations continue
to operate at LOS D or better.
Fehr & Peers
33
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Final Report
I/CEA Development Traffic Impact Study
August 2003
VI. BUILD-OUT CONDITIONS
This chapter discusses study intersection operations under build-out conditions including existing
traffic, traffic generated by short- and long-term development, end proposed project traffic. The
methodology for determining build-out volumes is described, and :iervice levels are presented. Two
scenarios are analyzed: (1) the currently approved Commerce One development, and (2) replacing
the Commerce One development with the proposed IKEA Shopping Center development. This
comparison provides a relative difference between potential dl~velopments for the project site.
Recommendations to minimize project impacts on the surrounding .oad system are also provided.
Build-Out Traffic Estimates
As required by City staff, the build-out conditions include existing traffic, baseline traffic, and traffic
generated by planned long-term development. The City of Dublin provided a list of potential projects
representing the build-out of Dublin. Traffic studies were provided for many of these projects. The
amount of traffic generated by these developments during weekday AM, PM, and Saturday peak
hours was estimated from ITE's Trip Generation (6th Edition) and project traffic studies.
The build-out projects in Dublin (including the Transit Center devell)pment) are estimated to generate
about 273,000 trips during a typical weekday, AM peak hour net new trip generation is expected to be
22,000 trips (13,700 inbound and 8,300 outbound). Net new trip ~eneration for the PM peak hour is
expected to be 27,300 (11,100 inbound and 16,200 outbound). The build-out scenario is expected to
generate 24,400 net new Saturday peak hour trips (12,800 inbound and 11,600 outbound).
The Build-out traffic estimates for Pleasanton and Dougherty Valh~y are summarized in Appendix C
by land use type, size and the resulting trip generation estirr ates. Combined Pleasanton and
Dougherty Valley development assumed in this study is estimated to generate about 6,110 trips
during the AM peak hour. Trip generation is expected to be 9,510 trips during PM peak hour.
Saturday peak hour traffic is expected to be 7,990 trips. The final traffic forecasts in this study were
compared to Pleasanton's forecasts (Le., across the affected inter:hanges) for consistency between
models.
The directional distribution of trips generated by developments in Dublin, Pleasanton, and Dougherty
Valley was estimated using a combination of distributional charac:teristics from the Tri-Valley traffic
model, previously completed traffic studies, and local knowledge of travel patterns.
Traffic generated by the developments in Dublin, Pleasanton, and Dougherty Valley was assigned to
the roadway system using the software TRAFFIX. The assigned traffic was added to the Baseline
conditions turning movement volumes (from Figures 8A I 88) to obtain Build-out condition traffic
forecasts. Traffic assignments used the closest proximity interchanges to access 1-580 while traffic
was also distributed more evenly among interchanges in a manner consistent with the effects of ramp
metering on traffic patterns in the study area. The resulting turninq movement volumes under Build-
out conditions for the IKEA Shopping Center are shown on Figures 10A and 108.
Fehr & Peers
37
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~i~ ci~ 2.041 (1.178)(lS77) ~
2O(100)~ ~. .,
OJ (1,323)[1,1091"" g...- tic 1.454(!i!il)1463I ~
_N~ Ii
S~ roI
~!![ ~ ~ ;:~~ .,; ~
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iB.c;;~ l ~ 101 (24)[10] i':e~ =6>l: ~ ~
1.781 (2.OO8J[I.5l1l1 _Cl. ~ 620(200)(1401 &&~ i
68~ II" 332 (156)[1l11l1 !Hli II" 505(110) (221) j;j"'- iij'
:nlll
".'It. Dulllin Blvd. ".'It. Martinelli W "''It. " 'It. --i IKEA ewy.1
--..~" --"1" Altamirano Ave. (Minor 2)
~~o:'
631 (42OIl277I.Jf' 1_& lK)(1lIl)(161.Jf' -!- 2O(UJ)[25I.Jf' IlXl(42O)l34I.Jf'
1,411 (2.489)[I.!i821 ~e.f 200(332)[127).... h:i O(20)~""
273(I97)I434I~ ~~ 20(10)131"" 10(2ll)~~
I!! Ii! 1lIS;
"' ~a .,; e R~f
!l ! .. ~ 340(739)(3431 ~ 324 (723)13351 ~ 8T (171)[ll121
~2.1ai(2.772)(2,OlJlJ I 1,485(2.632)[I.91l1 ~~~ .c O(3)R ~~~ i! 1,273(1.540)[1.165)
II" 221lSOl (!l3I ~ ;: II" 67 (37)(47) i~~ II" 17 (8)(8) li~lil II" 410(1,Olj8)(492I
ljj ;:~fi! "'--
Dublin Blvd. " 'It. Dublin Blvd. "''It. 5caJ1ell Dr. ".'It. Dublin Blvd.
.--.. t --.. " --..t" --.. "
fa i IIr 1[0:';::0 ~II
& ol8\li1ll[43J.Jf' S-
.. - In ~ ~ 2'i~ 126 (357) (Jl7J.Jf'
2.3Il9 (2.635) J2,22!lJ s I S. 1,966(1.952)(1.5631 -Sic Ul
225(141)(45)"" ~ III ~ 49(54)1361~ a; ~ ~~~ 1.174(1.4I1)[1.12.lI
,g - ~ 5SI(l101)(!l54)~ iU
...
LEGEND:
o = Study
Intersections
XX(YY)(ZZJ = AM (PM) [SaturdaYl
Peak Hour
Traffic Volumes
fP
FEHR & PEERS
TRANSPORTATION CONSULTANTS
August 2003
lB37-19a
IKEA Dublin TraffIC Impact Analysis
BUILO-QUT PEAK HOUR
TRAFFIC VOLUMES
FIGURE 10A
fP
FEHR & PEERS
TRA N 5 P 0 R TA TI 0 N CON 5 U LT ANTS
August 2003
1837-19b
.,;
0:
l,(XX;(ljlO)\523I.Jt 11
1.538 (724) 15TII....... J:
.,;
0:
LEGEND:
o = Study
Intersections
XX(YY)(ZZJ = AM (PM) [Saturday]
Peak Hour
Traffic Volumes
- - - - = Future Roadway
IKEA Dublin Traffic Impact Analysis
BUILD-OUT PEAK HOUR
TRAFFIC VOLUMES
FIGURE 10B
Final Report
IKEA Development Traffic Impact Study
August 2003
The build-out TRAFFIX model used in this study represents the conditions of approved, pending, and
build-out projects in Dublin with and without the IKEA project, as well as the development potential
within the cities of Pleasanton, and Dougherty Valley. The model is intended to quantify the relative
impact of the City of Dublin build-out on the local road system. The resulting forecasts were
compared at the interchanges with City of Pleasanton build-out forecasts for consistency between
models. The TRAFFIX model was developed jointly by Fehr & Peers and T JKM Transportation
Consultants to distribute assign and analyze traffic at local city intersections. The model was
developed to better understand City of Dublin traffic on a local level, such as at key intersections and
local streets, which a regional model (Le., 2025 Tri-Valley Model) does not fully consider. While the
TRAFFIX model uses a local focus approach to forecast traffic within the City of Dublin, the model
also takes into account regional traffic patterns by considering potential traffic diversions from 1-580 to
adjacent surface streets within the 1-580 corridor. The output from the TRAFFIX model is shared with
other consultants to maintain consistency in the City of Dublin.
Build-Out Related Roadway Changes
Additional roadway improvements beyond those discussed previously in this report are planned within
the study area and are represented in the Build-out conditions analysis. Figures 11A and 11 B show
lane configurations and traffic controls at the study intersections. Road improvements incorporated
into the Build-out conditions analysis include:
. Dublin Boulevardffassaiara Road Capacitv Improvements - Addition of two westbound
left-turn lanes, one through lane and one right-turn lane; one northbound left-turn lane and
two through lanes; one eastbound left-turn lane and one through lane; and one southbound
left-turn lane. Some of these improvements have been constructed, but are not open to
traffic. (Eastern Dublin TIF improvement)
. Dublin Transit Center Roadwavs - Incorporation of new and improved roadway
connections at the Dublin Transit Center due to development of the Transit Center. Reduction
from two to one northbound exclusive left-turn lanes on Iron Horse Parkway at Dublin
Boulevard. The ultimate lane configurations for this approach would consist of one left-turn
lane and one shared right/left turn lane.
. Scarlett Drive Extension - Extension of Scarlett Drive from Dublin Boulevard north to
Dougherty Road and associated intersection improvements at Dublin Boulevardl Scarlett
Drive and Dougherty Road/Scarlett Drive, as identified in the Transit Center EIR. For
analysis purposes, 75 percent of the southbound left turns and westbound right turns at the
Dublin Boulevard / Dougherty Road intersection were assumed to shift to the Scarlett Drive
Extension. (Eastern Dublin T1F improvement)
. Dublin BoulevardlHacienda Drive Capacitv Improvements - Addition of one westbound
through lane and conversion of a northbound right-turn lane to a third through lane.
(Eastern Dublin T1F improvement)
. Hacienda Drivel/-S8D Westbound Off-ramp eapacitv Improvements - Widening of the
northbound Hacienda overpass to four lanes to accommodate an exclusive lane leading to
the 1-580 westbound loop on-ramp. Addition of one shared right/left-turn lane on the off-ramp
approach. These improvements are identified in the Transit Center and East Dublin
Properties EIRs.
. Hacienda Drive//-S8D EB off-ramp Capacitv Improvement - Addition of one shared
right/left-tum lane on the off-ramp approach, as identified in the East Dublin Properties EIR.
Fehr & Peers
40
'L is
...- ...-
...- .. ...-
...- )~U~) ...-
~ F
r Dublmlllvd.
.,; ~
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........
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:J Altamirano Ave. (Minor 2)
J J -4~
--+- ~tr ~ttr ~t
--+- -. ~
--+- ~
~
...- ~OL .,; .,;
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...- ...-
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--+- l1. ~y -~ J
--+- .; --..
--+- :: --+- ~t --..
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J: ---.. .. --..
g ." OL~
-~ :!
LEGEND:
o = Study
Intersections
~ = Signalized Intersection
'FREE' = Free Right Tllm
Ol = Right Tum O..erlap
- - - - = Future Roadway
* = Lane Constructed
But Not Open
** = U- Tum Lane
fP
FEHR & PEERS
TRANSPORTATION CONSULTANTS
Augusl2003
1837-110.
IKEA Dublin Traffic Impact Analysis
BUILD-OUT
LANE CONFIGURATIONS AND TRAFFIC CONTROL
FIGURE 11A
1.580 EB
On-Ram
c
X
LEGEND:
o = Study
Intersections
'" = Signalized Intersection
'FREE' = Free Right Turn
OL = Right Turn Overlap
fP
FEHR & PEERS
TRANSPORTATION CONSULTANTS
August 2003
1837-110b
- - - - = Future Roadway
* = Lane Constructed
But Not Open
** = U-Turn Lane
IKEA Dublin Traffic Impact Analysis
BUILD-OUT
LANE CONFIGURATIONS AND TRAFFIC CONTROL
FIGURE 11B
Final Report
IKEA Development Traffic Impact Study
August 2003
. Dublin Boulevard/DouQhertv Road Capacity Improvement - Addition of ultimate improve-
ments as identified on pages 158, 159, and 167 of the Transit Center DEIR and page 3.6-17
of the East Dublin Properties Draft SEIR. These improvements are expected to occur with
the development of the Transit Center project. (Eastem Dublin T1F improvement)
. Doughertv RoadR-580 WB Off-ramp CaDacity Improvemont - Addition of one southbound
free right-turn lane and one shared right/through lane by re-~;triping an existing shoulder area,
and widening of the westbound diagonal on-ramp to two single-occupancy vehicle lanes as
specified in the Transit Center EIR.
. Fallon Road Extension - Extension of Fallon Road north t::> Tassajara Road to include four
lanes of traffic. (Eastem Dublin TIF improvement)
. Dublin Boulevard/Arnold Road Capacity Improvement - Addition of a second eastbound
left-turn lane (Eastem Dublin TIF improvement) plus ultimcte improvements as identified in
the Transit Center EIR.
. Dublin Boulevard Extension - Extension of Dublin Boulevard east to Fallon Road to include
six lanes of traffic. (Eastem Dublin T1F improvement)
Build-out Intersection levels of Service
LOS was calculated for the study intersections using the build-e,ut traffic volumes and roadway
improvements discussed above. Tables 8A, 8B and 8C present the LOS results; LOS calculation
worksheets are included in Appendix F. Several intersections arE! projected to operate below the
LOS D threshold under build-out conditions, regardless of the IKEJ\ Shopping Center development.
These intersections include:
. Dublin Boulevard I Hacienda Drive - PM peak hour
. Dublin Boulevard I Arnold Road - PM peak hour
. Dublin Boulevard I Dougherty Road - PM peak hour
Build-out Impacts and Recommendations
The development site proposed for the IKEA Shopping Center is known as the Commerce One site.
The site currently has approval for 780,000 square-feet of office USI!. The IKEA project's incremental
impact as compared to the Commerce One office development provides a basis from which to
determine what additional measures would be necessary to irnprove traffic operations to an
equivalent level as with current approvals (i.e., with the Commerce One development). Tables 8A, 8B
and 8C provide this comparison for the AM, PM, and Saturday peal; hours. IKEA-specific impacts to
the study intersections were previously addressed in Tables 7A, 7B ;~nd 7C.
As noted in Tables 8A, 8B and 8C, the IKEA Shopping Center will have incremental impacts to the
study intersections as compared to the Commerce One project. During the weekday AM peak hour,
the incremental impacts are generally beneficial as compared to the Commerce One project.
Weekday PM peak hour incremental impacts are mixed; the IKEA Snopping Center causes increased
VlC ratios at some locations but decreases the V/C ratio at other areas. Saturday peak hour
incremental impacts are more substantial with the IKEA Shopping Center increasing the V/C ratios at
most study intersections. While the IKEA Shopping Center and Commerce One projects generate
similar levels of traffic during the weekday PM peak hour, the trip distribution and assignment
characteristics differ due to differences in land uses. These differences explain the variance in
intersection operations, which are documented in Tables 8A, 8B, an::l8C.
Fehr & Peers
43
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~
Final Report
IKEA Dflve/opment Traffic Impact Study
August 2003
Measures to improve intersection operations have been considered to minimize the effects of traffic
generated by the IKEA Shopping Center on the surrounding road system for the Build-out conditions
scenario. The recommendation incorporated into the analysis includes i1stal/ing one southbound-to-
westbound right-turn lane at the Dublin Boulevard/Arnold Road intersec'jon. The southbound Arnold
Road approach at Dublin Boulevard would consist of one left-turn lane (existing), one through lane
(existing in the form of a right-turn lane), and one right-turn lane (recommended).
No recommendations beyond those assumed in this study are identified for the Dublin
Boulevard/Hacienda Drive and the Dublin Boulevard/Dougherty Road intersections. The East Dublin
Properties EIR shows the Dublin Boulevard/Hacienda Drive intersectiorl operating at LOS E during
the PM peak hour under build-out conditions. Similarly, the Transit Center and East Dublin Properties
EIRs show the Dublin Boulevard/ Dougherty Road intersection operating at LOS F during the PM
peak hour under build-out conditions. No additional improvements are feasible at these two
intersections as described in the above EIRs.
For example, in order to mitigate the Dublin Boulevard/Dougherty Road intersection to an acceptable
service level, a fourth northbound left-turn lane would be required. AI/owing four lanes of traffic to
perform a left-turn movement simultaneously would raise major concerns regarding the safety of such
an operation. In addition, this additional improvement to reduce traffic impacts at this intersection is
not feasible given the physical constraints at the intersection. Adjacent properties to the intersection
are already built-out and efforts are now being made to acquire additior al right-of-way to implement
the planned intersection improvements in the future.
Similarly, in order to mitigate the Dublin Boulevard/Hacienda Drive intersection to an acceptable
service level, a fourth eastbound through lane would be required. This additional improvement is not
feasible given the physical constraints at this intersection location. Adjacent properties to the east of
the intersection are already built-out. The Sybase Headquarters builcling occupies the northwest
corner of this intersection. The southwest corner is presently undeveloped; however, this parcel is
expected to be developed in the future.
It is recommended that the City monitor the intersections of Dublin BOlllevard/Dougherty Road and
Dublin Boulevard/Hacienda Drive for peak hour volumes on a periodic basis and continue to obtain
updated volume forecasts for future horizon years. Such monitoring wi I be performed to assist the
City and development projects to comply with policies of the General Plan that require implementation
of transportation measures to improve levels of service. In addition, current and future phases of the
1-580 Smart Corridor project are expected to relieve some congesticn at the Dublin Boulevard/
Dougherty Road and Dublin Boulevard/Hacienda Drive intersections (i.e., through implementation of
ITS measures) and discourage traffic from diverting off the freeway due to congestion or incidents.
Tables 8A, 8B and 8C present the intersection operation result:; with the identified road
improvements. PM peak hour operations at the Dublin Boulevard I Arnold Road intersection are
expected to improve from LOS F (\I/C = 1.01) with the Commerce One project to LOS E (V/C = 1.00)
with the IKEA Shopping Center. Further improvement to LOS D (VIC = 0.88) occurs with the
prescribed recommendation. Both the AM and Saturday peak hour operations are acceptable
whether or not the recommended measure is provided.
Fehr & Peers
47
Final Report
IKEA Development Traffic Impact Study
August 2003
Congestion Management Agency Thresholds
Further analyses were considered for Routes of Regional Significance and the Metropolitan
Transportation System (MTS). The Alameda County Congestion Management Agency (ACCMA)
may require additional analysis if specific project trip generation thresholds are exceeded. The
threshold for analysis is met if the project generates more than 100 net new vehicle trips during either
the weekday AM or PM peak hour. The current approvals for the site include the Commerce One
development.
To assess whether an additional roadway analyses is necessary, the IKEA Shopping Center project
trip generation was compared to the current approvals for the site, as shown in Table 9. As noted, the
net new peak hour trips generated by the IKEA Shopping Center would generate fewer trips tt-:in the
100-trip threshold (as compared to the currently approved Commerce One) necessary to conduct
additional roadway analyses on the Routes of Regional Significance and the MTS routes. Therefore,
additional analyses are not required.
TABLE 9
Congestion Management Agency Trip Generation Assessment
AM Peak Hour Trips PM Peak Hour Trips
IKEA Shopping Center 455 881
Commerce One 975 922
Trip Difference .520 - 41
Source: Fehr & Peers. August 2003
Average Daily Traffic Conditions
The ADT forecasts for typical weekday conditions were calculated for this study for four road
segments including Hacienda Drive north of Dublin Boulevard, Hacienda Drive North of Martinelli
Way, Hacienda Drive north of 1-580 and Tassajara Road south of Dublin Boulevard. The results are
summarized below in Table 10.
,....s.. .
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TABLE 10
Weekday Average Daily Traffic Forecasts
Existing Baseline Baseline Plus IKEA Build-out Plus IKEA
Shopping Center Shopping Center
11,140 12.940 13.170 24,550
20,550 23,060 23,140 38,330
29.479 31.989 38,979 65.456
26,287 32,587 32.787 59,177
" .' .. '..;::.,:<'.'
Hacienda Drive North of
Dublin Boulevard
Hacienda Drive North of
Martinelli Way
Hacienda Drive North of 1-580
Tassajara Road South of
Dublin Boulevard
Source: Fehr & Peers, August 2003
Fehr & Peers
48
Final Report
IKEA Development Traffic Impact Study
August 2003
The above forecast were developed using the following methods:
· The City conducted 24-hour traffic counts for Hacienda Drive between Hacienda Crossings
and 1-580 WB ramps and Tassajara Road between KolI Center Drive and Dublin Boulevard in
May 2003. This data was used to determine existing ADT forecasts for Hacienda Drive north
of 1-580 and Tassajara Road south of Dublin Boulevard. The future traffic forecasts were
developed by adding the daily traffic (calculated as 10 times weekday PM peak hour traffic)
generated by approved projects, build-out projects, and the . KEA Shopping Center to the
existing volumes, as applicable, to the appropriate scenario.
· The City did not provide count data for Hacienda Drive north of Dublin Boulevard and
Hacienda Drive north of Martinelli Way. In these cases, ADT was calculated by increasing
weekday PM peak hour traffic 10 times.
According to the City of Dublin General Plan, the following roadway design standards (upper
threshold) are assumed based on ADT:
. 30,000 vpd - four lanes
. 50,000 vpd - six lanes
. 70,000 vpd - eight lanes
The number of lanes provided at each roadway segment for each sc:enario is sufficient to accom-
modate the calculated traffic as shown in Table 10.
Freeway Mainline Weekday Traffic
Weekday AM and PM peak hour freeway traffic forecasts were obtained from the Dublin Transit
Center environmental documentation. Tables 11 and 12 provide the comparison for the AM and PM
peak hour levels of service, respectively. As noted, the IKEA Shopping Center development is
expected to generate similar levels of freeway-related traffic as compClred to the previous forecasts,
which included the approved Commerce One development. Differences in the forecasts can be
attributed to the different trip generation characteristics and the differing distribution characteristics
associated with an employment center versus a retail center.
Similar to the EIR conclusions documented for the Transit Center dElvelopment, if IKEA Shopping
Center trips were added to Year 2025 No Project mainline volumes on 1-580 and 1-680, projected
LOS for freeway segments within the study area would remain unchanged during the AM and PM
peak hours.
Several freeway segments are expected to operate below ACCMA's standards for the LOS
Monitoring Program, even without the IKEA Shopping Center or Commerce One trips. ACCMA has
established LOS standard of E for the Congestion Management Program (CMP) roadway network,
except where F was the level of service originally measured, in which case the standard shall be F.
Similar to the approved Commerce One development, the IKEA Shopping Center development would
be adding to already deficient conditions on some of the freeway segml~nts noted in Table 11 and 12.
Mitigation for these freeway segments is not feasible since freeway improvements are not under the
City of Dublin's jurisdiction. Addition of IKEA Shopping Center trips to Year 2025 AM and PM peak
hour traffic on 1-580 and 1-680 would be considered a significant unavoidable cumulative impact.
Fehr & Peers
49
Final Report
IKEA Development Traffic Impact Study
August 2003
Development projects in the Tri-Valley area are required to pay Tri-Valley Transportation
Development (TVTD) Fees toward constructing planned freeway improvements, including HOV lanes,
auxiliary lanes, and interchange improvements on 1-580 and 1-680. Development projects also pay
TVTD Fees toward public transportation improvements to help reduce traffic on the freeways and
other roadways in the Tri-Valley area. Two of the improvements to be funded by the TVTD Fees are
the West Dublin BART Station and the Express Bus Service from Livermore to the East Dublin BART
Station. The IKEA Shopping Center development will be required to pay the appropriate TVTD Fees.
TABLE 11
Year 2025 Mainline Freeway Operations
AM Peak Hour Level of Service
Transit Center Build-out
Location Capacity Buildout 1 With IKEA Shopping
Center
Volume LOS Volume LOS
1-580, 1-680 to Dougherty Road
Eastbound 9,200 7,439 D 7,319 D
Westbound 9,200 10,536 F 10,665 F
1-580, Dougherty Road to Hacienda Drive
Eastbound 13,800 7,339 C 7,200 C
Westbound 9,200 10,414 F 10,528 F
1-580, Hacienda Drive to Tassajara Road
Eastbound 11,500 5,681 C 5,685 C
Westbound 9,200 11,177 F 10,942 F
1-580, Tassajara Road to Fallon Road
Eastbound 9,200 5,705 C 5,710 C
Westbound 9,200 10,549 F 10,324 F
1-680,1-580 to Alcosta Blvd.
Northbound 6,900 6,277 E 6,329 E
Southbound 6,900 6,074 E 6,026 E
1-680,1-580 to Stoneridge Drive
Northbound 6,900 4,674 D 4,616 D
Southbound 6,900 5,238 D 5,300 D
Note: Assumes maximum service flow rate of 2,300 passenger cars per hour per lane.
, Traffic volumes and Level of Service (LOS) obtained from the Dublin Transit Center Environmental Impact Report. July 2002.
Forecasts include Commerce One project.
Source: Highway Capacity Manual. Chapter 23. Table 23.2, LOS Criteria for Basic Freeway Sections, Transportation Research
Board, 2000
Fehr & Peers
50
Final Report
I/(EA Development Traffic Impact Study
August 2003
TABLE 12
Year 2025 Mainline Freeway Operation
PM Peak Hour Level of Service
Transit Center Build-out
Location Capacity Buildout 1 With IKEA Shopping
Center
Volume LOS Volume LOS
1-580, 1-680 to Dougherty Road
Eastbound 9,200 10,541 F 10,839 F
Westbound 9,200 8,840 E 8,890 E
1-580, Dougherty Road to Hacienda Drive
Eastbound 13,800 9,878 D 10,143 D
Westbound 9,200 8,600 E 8,617 E
1-580, Hacienda Drive to Tassajara Road
Eastbound 11,500 10,150 E 9,975 E
Westbound 9,200 7,318 D 7,330 D
1-580, Tassajara Road to Fallon RIJad
Eastbound 9,200 10,395 F 10,230 F
Westbound 9,200 6,656 D 6,678 D
1-680, 1-580 to Alcosta Blvd.
Northbound 6,900 7,486 F 7,506 F
Southbound 6,900 5,762 D 5,881 D
1-680, 1-580 to Stoneridge Drive
Northbound 6,900 5,436 D 5,579 D
Southbound 6,900 6,034 E 6,058 E
Note: Assumes maximum service flow rate of 2.300 passenger cars per hour per lalle.
, Traffic volumes and Level of Service (LOS) obtained from the Dublin Transit Ger ter Environmental Impact Report, July 2002.
Forecasts include Commerce One project.
Source: Highway Capacity Manual, Chapter 23, Table 23.2, LOS Criteria for Basic rreeway Sections, Transportation Research
Board, 2000
Fehr & Peers
51
Final Report
IKEA Development Traffic Impact Study
August 2003
VII. SITE ACCESS, CIRCULATION, AND PARKING
This chapter discusses the general project site characteristics including access, circulation, and
parking. Bicycle and pedestrian access is also outlined in this chapter.
Site Access and Circulation
As mentioned in Chapter I, the IKEA development will be located on Martinelli Way between
Hacienda Drive and Arnold Road to the north of 1-580 in Dublin, California. The proposed project
consists of a 317,000 square-foot IKEA store and a 135,215 square-foot shopping center including
approximately 25,855 square-feet (20 percent) of restaurant space.
Four driveways provide direct site access. The main driveway is located on Martinelli Way between
Hacienda Drive and Arnold Road. It is a signalized, four-legged intersection with the northbound leg
a proposed driveway to the shopping center and the southbound leg a proposed driveway to a future
office complex. Two westbound-to-southbound left-turn lanes provide access to the IKEA Shopping
Center. A secondary right-turn only driveway is proposed to be located on Martinelli Way east of
Arnold Road. Per the City's request, this driveway was analyzed as outbound only.
Two driveways are located on Arnold Road. The first driveway is located midway between Martinelli
Way and Altamirano Avenue. For the Build-out conditions scenario, this would be a signalized, four-
legged intersection with office development access proposed for the site to the west of the IKEA
Shopping Center. Per the City's request, this intersection was analyzed as a full access signalized
intersection with single left-turn lanes and single through lanes on Arnold Road. The second
driveway on Arnold Road is located at the intersection of Arnold Road/Altamirano Avenue. This
access intersection was evaluated as an all-way stop T -intersection. The IKEA Shopping Center
driveway would be located opposite the Altamirano Avenue leg to this intersection.
Delivery trucks would only be permitted to enter the IKEA Shopping Center site from the Altamirano
Avenue intersection. IKEA-related delivery trucks would be directed to the podium level for delivery
service and would exit the site from a "truck only. service driveway located on Arnold Road
approximately 90 feet south of the Martinelli Way/Arnold Road intersection.
Sidewalks are provided along the perimeter of the project site and connect with sidewalks along
Hacienda Drive and along Arnold Road north to Dublin Boulevard. The site design will also include an
accessible walkway between the publiC walkway system on Martinelli Way and the primary building
entrance per California Building Code requirements, as well as other convenient walkways through
the parking fields. No designated bicycle facilities are provided on the roadways surrounding the site.
Parking
The IKEA store will be comprised of the following land uses:
· Furniture/retail (217,000 square feet)
. Restaurant (21,000 square feet)
· Warehouse (62,000 square feet)
. Office (17,000 square feet)
Fehr & Peers
52
Final Report
IKEA Development Traffic Impact Study
August 2003
Additionally, there will be a 135,215 square-foot retail center ccmprised of a restaurant (25,855
square feet) and retail facility (109,360 square feet) on the site.
Based on City parking standards, a total of 877 spaces are required to accommodate the IKEA
component of the site and 623 spaces are necessary to accommodate the retail/restaurant
component. These requirements are calculated from the following parking code requirements:
. 1 stall per 400 square feet of retail (furniture/large appliance/floor)
. 1 stall per 100 square feet of restaurant
. 1 stall per 1000 square feet of warehouse
. 1 stall per 250 square feet of office (0 to 7,500 square feet)
. 1 stall per 300 square feet of office (greater than 7,500 square feet)
. 1 stall per 300 square feet of retail (general, neighborhood)
Based on the site plan from the City of Dublin that was provided to Fehr & Peers, a total of 1,165
spaces are proposed for the IKEA component and 751 spaces are proposed for the retail/restaurant
component. Parking supplies for both sites exceed the parking cod(~ requirements.
A portion of the IKEA parking supply (about 582 parking space:s) would be provided under the
IKEA store. Of these parking spaces, 25 would be reserved as handicap parking and 40 would be
designated for customer loading. Parking space designations ha\e not been provided for the retail
center component of the project.
The City of Dublin requires full-size parking stalls to be 9 feet ir width and 20 feet in length and
compact spaces to be 8 feet wide and 17 feet long. All parking stalls, except for those under the
IKEA store, will be 9 by 20 feet. Parking stalls under the IKEA store are constrained by column
placements. These stalls are proposed to be 10 feet wide by 18 feet long to accommodate the
column spacing. For parking structures, the City allows adjustments based on utilization; however,
the width must be no less than 8.5 feet. Based on the proposed 24-foot drive aisle between rows
and the additional maneuverability provided by 10-foot stall widths Fehr & Peers believes the 10 by
18 foot stall would provide suff:cient room for maneuverability and i~; acceptable for this development.
Fehr & Peers
53
Final Report
IKEA Development Traffic Impact Study
August 2003
VIII. OFF-SITE RECOMMENDATION SUMMARY
This chapter discusses the roadway improvements recommended for the IKEA Shopping Center
development. These improvements, developed in consultation with City Staff, describe the roadway
infrastructure necessary to provide transportation access to the site and additional transportation
financing to implement other improvements assumed in this study.
The improvements are outlined below.
Martinelli Way Extension
Improvements for the Martinelli Way Extension include:
. Construct Martinelli Way between Hacienda Drive and Arnold Road.
. Modify the traffic signal at the Martinelli Way/Hacienda Drive/Hacienda Crossings intersection
to accommodate the Martinelli Way extension.
. Design Martinelli Way to accommodate the triple northbound to westbound left-turn lanes
from Hacienda Drive onto Martinelli Way.
. Construct two left-turn lanes on Martinelli Way at the project site main entrance.
. Signalize the project main entrance at Martinelli Way.
. Construct a secondary site access right-turn out only driveway on Martinelli Way east of
Arnold Road.
Arnold Road Extension
Improvements for the Arnold Road Extension include:
. Construct the Arnold Road extension south from Dublin Boulevard to the Altamirano Avenue
intersection with the southemmost project site access.
. Modify the traffic signal at the Arnold Road/Dublin Boulevard intersection to accommodate
the Arnold Road extension.
. Signalize the newly constructed intersection of Arnold Road/Martinelli Way.
. Signalize the project access on Arnold Road (midway between Martinelli Way and Altamirano
Avenue).
In addition to the roadway improvements mentioned above, the applicant for the IKEA Shopping
Center should contribute a pro-rata share toward funding the following improvements, which are
anticipated to be impacted at the Build-out condition:
. Widening the southbound Arnold Road approach at Dublin Boulevard to include one left-turn
lane, one through lane, and one right-turn lane.
. Improving the intersection of Dublin Boulevard/Dougherty Road as evaluated in this study
to ultimate improvements. The applicant should advance to the City applicable monies
for acquisition of right-of-way and construction of improvements assumed in this study.
Fehr & Peers
54
Final Report
IKEA Development Traffic Impact Study
August 2003
The amount of money advanced to the City should be based on the developer's fair share of
the deficit (spread over those projects which are required to make up the deficit) between
funds available to the City from Category 2 Eastern Dublin Traffic Impact Fee funds and the
estimated cost of acquiring the right-of-way and constructing the improvements. The City
should provide credit for Category 2 Eastern Dublin Traffic Impact Fees to the developer for
any advance of monies made for the improvements planned for the Dublin Boulevard!
Dougherty Road intersection.
· Adding a shared right/left turn lane on the 1-580 eastboun,j off-ramp at Hacienda Drive as
identified in the East Dublin Properties EIR.
The proposed IKEA Shopping Center project will be required to pay for its proportionate share of
impacts to 1-580 and 1-680, by payment of Tri-Valley Transportatie,n Development (TVTD) Fees to
construct planned freeway improvements, including HOV lanes, ,3uxiliary lanes, and interchange
improvements. The Project will also pay its proportionate share toward public transportation
improvements to help reduce traffic on the freeways and other roadways in the Tri-Valley area, by
payment of the TVTD Fee; two of the improvements to be funded by the TVTD Fees are the West
Dublin BART Station and the Express Bus Service from Livermore te the East Dublin BART Station.
Fehr & Peers
55
APPENDIX A
INTERSECTION TRAFFIC COUNTS
All Traffic Data
(916) 771-8100 Site Code ; 00000000
:m OF DUBLIN Fax 786.2879 Start Date: 02/19/03
File I.D. 1
Page : 1
TASSAJARA ROAD DUBLIN BLVD.
Southbound lIestbound lIorthbound Bastbound
: Ilrt
?l!De Left Thru Rght Totl Left Thru Rght TaU Left Thru Rght Tetl Left Thru Rgbt Totl Total
7:00am 0 152 18 170 6 1 0 7 54 98 21 173 5 4 23 32 382
r1 2 160 24 186 7 0 1 8 52 79 15 146 9 3 22 34 374
,: 15
-1:3 0 0 200 25 225 1 0 1 2 65 98 17 180 12 0 41 59 456
7:45 1 212 31 244 4 1 0 5 66 105 13 184 15 1 38 54 48i
:- 'u Total 3 724 98 825 18 2 2 22 237 380 66 683 41 8 130 119 1109
'S: OOam 1 225 28 254 7 5 0 12 60 125 11 196 18 3 38 59 521
.Q.; 15 3 199 26 228 2 1 1 4 64 82 6 152 20 2 62 84 468
:30 0 151 19 176 7 2 0 9 51 70 8 135 16 3 56 75 395
',.:45 0 144 23 167 2 0 0 2 56 76 5 137 16 1 47 64 370
3~ur Total 4 725 96 825 18 8 1 27 237 353 30 m 70 9 203 282 1754
'....lnd 7 1449 194 1650 36 10 3 49 474 733 96 1:03 ll1 17 333 461 3463
I of Total .2\ 41.8% 5.6% 1.0% .n .1\ 13.1% 21.2\ 2.8\ 3.2% .5% 9.6%
,<-?rch t 47.6% 1.4% 3i .6% 13.3\
)f Apprch .4% 87.8% 11.8% 73.5% 20.4% 6.1\ 36.4% 56.3% 7.4% 24.1\ 3.1% 72.2\
Peak Hour Analysis By Bntire Intersection for the period: 01:00am to 08:45am on (2{19{03
Start Peak Hr . . . . . . . . . . . .. VolumE s ............ . . . . . . . . . .. Percentages ..........
Direction Street Nalle Peak Hour Factor Left Thru Rght Total Left Thru Rght
Southbound TASSAJARA ROAD 01:30am .936 5 836 IH 0 951 .5 87.9 11.5 .0
Westbound DUBLIN BLVD. .419 14 7 0 23 60.8 30.4 8.6 .0
Northbound .908 255 410 4~ 0 712 35.8 57.5 6.6 .0
, Eastbound .762 65 6 18~ 0 256 25.3 2.3 72.2 .0
2..-
All Traffic Data
1916) 771-8700 Site Code : 00000000
, TY OF DUBLIN Fax 786-2879 Start Oat:: 02/19/03
File 1.0. :
Page . : 1
TASSAJARA RPAD SR 580 W3ST BOUND RAMPS SR 580 WBST BOUND ON RAMP
Southbound Westbound Northbound Bastbound
art
,_me Left Thru Rght Toti Left Thru Rgh~ Tot! Left Thru Rght Totl Left Thru Rght Totl Total
7:00am 0 97 86 183 78 0 74 152 0 155 147 302 0 0 0 0 637
:~: 15 0 79 104 183 105 0 57 162 0 134 209 343 0 0 0 0 688
[:30 0 112 134 245 118 0 ,- 193 0 153 183 1" 0 0 0 0 775
,~ .JO
"r: 45 0 121 146 267 150 0 " 221 0 193 164 357 0 0 0 0 845
-
)!nur Total 0 409 470 m 451 C '"' 728 0 635 703 1338 0 0 0 0 2945
to' J
'1i: OOam 0 160 150 310 136 0 85 221 0 167 190 357 0 0 0 0 888
8:15 0 131 136 267 151 0 62 213 0 160 184 344 0 0 0 0 824
-: 30 0 135 91 226 132 0 55 187 0 150 163 313 0 0 0 0 726
- . :45 0 142 80 222 155 0 84 239 0 128 130 258 0 0 0 C 719
Hour Total 0 568 457 1025 574 0 285 860 0 605 667 1272 0 0 0 0 3157
find 0 977 927 1904 1025 0 563 1588 0 :240 1370 2610 0 0 0 0 6102
~of Total O.ot 16.0\ 15.2\ 16.8\ 0.0\ 9.2\ 0.0\ 20.3\ 22.5\ 0.0\ 0.0\ 0.0\
~pprch t 31.2\ 26.0\ 42.8\
)f Apprch 0.0\ 51.3\ 48.7\ 64.5\ 0.0% 35.5% 0.0\ 47.5\ 52.5\ 0.0\ 0.0\ 0.0\
'Direction
. Southbound
Westbound
- Northbound
Bastbound
. Peak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 02/19/03
Start Peak Hr ......... .... Volumes ............
Street Name Peak Hour Factor Left Thru Rght Total
TASSAJARA RPAD 07:30am .879 0 524 566 0 1090
SR 580 WBST BOUND RAMPS .959 555 0 293 0 848
.976 0 673 721 0 1394
.0 0 0 0 0 0
n
. "
SR 580 WBST BOUND ON RA
. . . . . . . . . .. Percentages ..........
Left Thru Rght
.0 48.0 51.9
65.4 .0 34.5
.0 48.2 51.7
0.0 0.0 0.0 0.0
.0
.0
ITY OF DUBLIN
o
566 0
566
o
Inbound 0
Outbound 566
o Total 566
o
All Traffic Data
(916) 771-8700
Fax 786-2879
TASSAJARA RPAD
566 :;24 0 0
673
293
966
Inbound 1 90
Outbound 966
Total 2056
Inbound
Outbound
Total
55~i
52L'.
(I
1079
1394
1079
2473
o 673
293
o
Inbound 848
Outbound 721 555
Total 1569
o
o 721
721
SR 580 WEST BOUND RAMPS
721
Site Code : 00000000
Start Date: 02/19/03
Pile Ln. : 2
Page : 2
:3
rY OF DUBLIN
All Traffic Data
(916) 771-8700
Fax 785-2879
Site Code : 00000000
Start Date: 02/19/03
File I.D. : ]-A
Page : 1
S,\NTA RITA ROAD
Southbound
PIMLICO DRIVE/SR 580 EB ON RAMP
Westbound Northbound
SR 580 EAST BOUND RAMPS
Eastbound
('1ft
/Je Left Thru Rght580EB Totl Left Thru Rght580EB Totl Left Thru Rght580EB Totl Left Thru Rght580EB Totl Total- 580EB=
7:00am 33 100 42 0 175 21 0 87 20 128 0 144 1 68 213 72 23 91 0 186 702 88 614
:~ '15 24 121 39 0 184 25 0 111 36 172 0 169 8 64 241 63 26 77 0 166 763 100 663
~, 30 20 152 58 0 2" 15 0 97 48 160 0 174 17 79 270 65 34 112 0 2ll 871 127 744
;~
"i~ 4 5 38 173 60 0 27: 38 0 118 49 205 0 176 10 102 288 63 34 134 0 231 995 151 844
lQ,~r Total 115 546 199 0 86C 99 0 413 153 665 0 663 36 313 1012 263 117 414 0 794 3331 466 2865
~iOOam 29 210 57 0 296 41 0 1D1 37 179 0 190 10 81 281 66 38 148 0 252 1008 118 890
8:15 29 193 60 0 282 29 0 105 48 182 0 171 16. 72 259 68 32 121 0 221 944 120 824
'~o30 34 175 58 0 267 32 0 92 47 171 0 151 10 69 230 70 40 151 0 261 929 116 813
45 37 197 63 0 29' 25 0 63 11 99 0 148 9 72 229 47 30 199 0 276 901 83 818
lCur Total 129 775 238 o !Hi 127 0 361 143 631 0 660 45 294 999 251 140 619 o 1010 3782 437 3345
; . nd W 1321 437 o 2002 226 0 774 296 1296 o 1323 81 607 2011 514 257 1033 o 1804 7113 903 6210
~ vf Total 3.4 18.6 6.1 0.0\ 3.2 0.0 10.9 4.2\ 0.0 18.6 1.1 8.5\ 7.2 3.6 14.5 0.0\ 12.7\ 87.3\
~pprch % 28.1\ 18.2\ 28.3\ 25.4%
IC~f Apprc 12.2 66.0 21.8 0.0\ 17.4 0.0 59.7 22.8t 0.0 65.8 4.0 30.2\ 28.5 14.2 57.3 0.0%
Direction
Southbound
Westbound
_Northbound
Eastbound
~Peak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 02/19/03
Start Peak Hr . .. .... .. .... Volumes ............
Street Name Peak Hour Factor Left Thru Rght 580EB Total
SANTA RITA ROAD 07:45am .943 130 751 235 0 1116
PIMLICO DRIVE/SR 580 EB .899 140 0 416 181 737
.918 0 688 46 324 1058
.924 267 144 554 0 965
SR 580 EAST BOUND RAMPS
. . . . . . . . . .. Percentages ..........
Left Thru Rght 580EB
11.6 67.2 21.0 .C
18.9 .0 56.4 24.5
.0 65.0 4.3 30.6
27.6 14.9 57.4 .0
/
/
~~~
.\ I li
-
I
Ifr
2.& 2- -1
J!J2' -
f/5 I
~~~
~
TY OF DUBLIN
554
o
I nl)ound
Outbound
Total
140
751
554
1445
All Traffic Data
(916) 771-8700
Fax 786-2879
130
144 320
46
1058PIMLICO DRIVE/SR 580 EB ON RAMP
1445
2503
o 688 46 324
Site Code : 00000000
Start Date: 02/19/03
File I.D. : 3-A
Page : 2
/(;
...,
All Traffic Data
1916) 771-8700 Site Code : 00000000
ITY OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File LD. : 6-A
Page : 1
HACIBNDA DRIVE DUBLIN BLVD.
Southbound Westbound Nor~hbound Eastbound
-:art
'ue Left Thru Rght ToU Left Thru Rqht ToU Left Thru Rght TaU Left Thru Rght TaU Total
7:00am 2 46 19 67 35 61 2 98 96 99 17 212 6 19 23 48 425
:-:7: 15 3 63 14 80 36 58 5 99 89 101 20 210 8 19 27 54 443
:/]:30 2 59 30 91 41 70 12 123 128 138 15 281 6 25 40 71 566
'-7 :45 5 52 36 93 61 80 1 ' 156 i,"'1 116 18 235 15 40 30 85 569
-~ .J.
-Ilpur Total 12 220 99 331 173 269 34 476 414 454 70 938 35 103 120 258 2003
::3: OOam 2 70 34 106 35 71 5 111 110 154 18 282 35 42 16 93 592
8:15 2 78 19 99 58 47 9 114 113 142 25 280 24 52 22 98 591
3: 30 3 82 25 110 39 43 5 87 118 145 19 282 12 37 26 75 554
US 3 59 18 80 43 56 4 103 105 125 23 253 4 45 25 74 510
Hour Total 10 289 96 395 175 217 23 415 He 566 85 1097 75 176 89 340 2247
=and 22 509 195 726 348 486 57 891 860 1020 1'- 2035 110 279 209 m 4250
l of Total .5% 12.0% 4.6% 8.2\ 11.4\ 1.3% 20.2\ 24.0% 3.6% 2.6% 6.6% 4.9%
~pprch % 17.1% 21.0% 47.9% 14.1%
:of Apprch 3.0\ 70.1\ 26.9\ 39.1% 54.5\ 6.4\ 42.3\ 50.1\ 7.6% 18.4% 46.7% 34.9\
Peak Hour Analysis By Bntire Intersection for the period: 07:00am to 08:45am on 02/19/03
Start Peak Hr ............. Volumes ............ .... ....... Percentages .. ........
Direction Street Name Peak Hour factor Left Thru Rght Total Lefc Thru Rght
Southbound HACIBNDA DRIVB 07:30am .917 11 259 ., 0 0 389 2.8 66.5 30.5 .0
J..J
Westbound DUBLIN BLVD. .808 195 268 41 0 504 38.6 53.1 8.1 .0
--- Northbound .956 452 550 76 0 1078 41.9 51.0 7.0 .0
Eastbound .885 80 159 108 0 347 23.0 45.8 31.1 .0
[TY OF DUBLIN
452
839 268
119
80
Inbound 347
Outbound 839
159 Total 1186
108
All Traffic Data
(916) 771-8700
Fax 786-2879
HACIENDA DRIVE
119 259 11 80
550
41
671
Inbound 89
Outbound 671
Total 1060
Inbound 1078
Outbound 562
Total 1640
195 452 550
259
108
562
!1
268
Inbound 5 }1
Outbound ~$6 195
Total 750
11
159 246
76
DUBLI N BL VD .
76
Site Code : 00000000
Start Date: 02/19/03
File 1.0. : 5-,1.
Page : 2
1
All Traffic Data
(9161 771-8700 Site Code : 00000000
'ITY OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File 1.0. : 7
Page : 1
HACIENDA DRIVE HACIENDA CROSSINGS
Southbound Westbound Northbound Eastbound
tart
" ime Left Thru Rqht Totl Left Thru Rght ToU Left Thru Rght Totl Left Thru Rght Totl Total
7:00am 4 99 0 103 29 0 1 30 0 21l 39 250 0 0 0 0 383
'C 7: 15 2 127 0 129 22 0 3 25 0 207 29 236 0 0 0 0 390
:7 :30 6 131 0 137 J: 0 5 36 0 276 44 320 0 0 0 0 m
-'7 :45 6 137 0 143 36 0 5 41 0 230 24 254 0 0 0 0 438
Jour Total 18 494 0 512 118 0 14 132 0 924 136 1060 0 0 0 0 1704
,g:OOall 4 127 0 131 37 0 6 43 0 276 37 313 0 0 0 0 487
8:15 4 151 0 155 27 0 7 34 0 273 39 312 0 0 0 0 501
'3: 30 3 142 0 145 38 0 2 40 0 280 35 315 0 0 0 0 500
1 : 4 5 3 120 0 123 34 0 2 36 0 251 34 2B5 0 0 0 0 444
Hour Total 14 540 0 554 136 0 17 153 0 1080 145 1225 0 0 0 0 1932
:and 32 1034 0 1066 254 0 31 285 0 2004 281 2285 0 0 0 3636
. of Total .9\ 28.4\ 0.0\ 7.0\ 0.0\ .9\ 0.0\ 55.1% 7.7\ 0.0\ 0.0\ 0.0%
Apprch % 29.3% 7.n 62.8\
of Apprch 3.0% 97.0% 0.0% 89.1% 0.0\ 10.9\ 0.0% 87. 7% 12. n 0.0\ 0.0% 0.0%
Direction
Southbound
Westbound
, Northbound
Eastbound
Peak Hour Analysis By Entire Inte:section for the Period: 07:00am to 08:45am on 02/19/03
Start Peak Hr .. .. . .. . .. ... Volumes ............
Peak Hour Factor Left Thru Rght Total
08:00am .894 14 540 0 0 554
.890 136 0 17 0 153
.972 0 1080 145 0 1225
.0 0 0 0 0 0
Street Bame
HACIENDA DRIVE
HACIENDA CROSSINGS
. ....... ... Percentages
Left Thru Rght
2.5 97.4 .0
88.8 .0 11.1
.0 88.1 11.8
0.0 0.0 0.0
.0
.0
.0
0.0
~
\t) ~ L-- 2.3
IL ,/3/
Jr
~~
'<::>~
"'- .....
~ITY OF DUBLIN
o
o 0
o
o
Inbound
Outbound
o Total
o
All Traffic Data
(916) 771-8700
Fax 786-2879
HACIENDA DRIVE
o 540 14 0
1080
17
1097
Inbound 54
Outbound 1097
Total 1651
o
o
o
17
Inbound 153
Outbound 159 136
Total 312
Inbound
Outbound
Total
136
543
o
1225
676
1901
o 1080
676
14
o 159
145
HACIENDA CROSSINGS
14
o
Site Code : 00000000
Start Date: 02/19/03
File I.D. : 7
Page : 2
f
All Traffic Data
19161 771-8700 Site Code : 00000000
ITY OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File 1.0. : ~
Page . -
HACIENDA DRIVE SR 580 WEST BOUND RAMPS SR 580 WEST SOUND ON RAMP
Southbound Westbound Northbound Eastbound
"tart
lme Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Total
, 7:00am 0 48 74 122 114 0 95 209 0 155 49 204 0 0 0 0 535
7:15 0 67 82 149 101 0 92 193 0 144 68 212 0 0 0 0 554
1:30 0 72 88 160 120 0 118 238 0 202 79 281 0 0 0 0 679
,',U5 0 79 102 181 159 0 82 241 0 172 83 255 0 0 0 0 677
Hour Total 0 266 346 612 494 0 387 881 0 673 279 952 0 0 0 0 2445
{J: oOam 0 81 82 163 202 0 106 308 0 207 92 299 0 0 0 0 770
8:15 0 83 96 179 163 0 91 254 0 221 99 320 0 0 0 0 753
cQ:30 0 87 93 180 140 0 71 21l 0 244 92 336 0 0 0 0 727
;: 45 0 86 68 154 191 0 53 244 0 232 92 324 0 0 0 0 722
'lfOU: Total 0 337 339 676 696 0 321 1017 0 904 37S 1279 0 0 0 0 2972
'and 0 603 685 1288 1190 0 708 1898 0 1577 654 2231 0 0 0 0 5417
of Total 0.0\ 11.1% 12.6% 22.0\ 0.0\ 13.1\ 0.0\ 29.1\ 12.1% 0.0\ 0.0\ 0.0\
Apprch \ 23.8% 35.0% 41.n
'c,of Apprch 0.0% 46.8% 53.2% 62.7\ 0.0% 37.3\ 0.0% 70.7% 29.3% 0.0% 0.0% 0.0%
.' Direction
Southbound
", We s tbound
Northbound
Eastbound
, Peak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 02/19/03
Start Peak Hr .. .. ..... .... Volumes ............
Street Kame Peak Hour Factor Left Thru Rght Total
HACIENDA DRIVE 08:00am .939 0 337 339 0 676
SR 580 WEST BOUND RAMPS .825 696 0 321 0 1017
.952 0 904 375 0 1279
.0 0 0 0 0 0
^
.i:
SR 580 WEST BOUND ON RA
. . . . . . . . . .. Percentages ..........
Left Thru Rght
.0 49.8 50.1
58.4 .0 31.5
.0 70.6 29.3
0.0 0.0 0.0 0.0
.0
-\\i) [
~, L30)7
1\-)"')
J I I r- ~4LJ
I
Ir
I ~ l~
I I'y}
i
~ITY OF DUBLIN
o
All Traffic Data
(916) 771-8700
Fax 786-2879
HACIENDA DRIVE
339 337 0 0
904
321
1225
Inbound 76
Outbound 1225
Total 1901
321
o
Inbound lOll
Outbound :l75 696
Tota 1 1:l92
Inbound
Outbound
Total
696
337
()
103:l
o
o 375
375
SR 580 ~IEST BOUND RAMPS
1279
1033
2312
o 904
37
Site Code : 00000000
Start Date: 02/19/03
File 1.0. : 8
Page : 2
q
I
All Traffic Data
(916) 771-8700 Site Code : 00000000
ITY OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File 1.0. : 9
Page : 1
HACIBNDA DRIVE SR 580 EAST BOUND ON RAMP SR 580 EAST BOUND RAMPS
Southbound ilestbound Northbound Eastbound
, tart
ime Left Thru Rqht Tot! Left Thru Rght Totl Left Thru Rght Tot! Left Thru Rght Totl Total
7: OOam 0 142 20 162 0 0 0 0 0 78 24 102 126 0 172 298 562
..7:15 0 143 25 168 0 0 0 0 0 88 12 100 124 0 190 314 582
7:30 0 161 31 192 0 0 0 0 0 136 30 166 145 0 231 376 734
_u7 : 4 5 0 214 24 238 0 0 0 0 0 121 29 150 134 0 247 381 769
Hour Tetal 0 660 100 760 0 0 0 0 0 423 95 518 529 0 840 1369 2647
,j: OOam 0 264 19 283 0 0 0 0 0 132 29 161 167 0 286 453 897
8:15 0 230 16 246 0 0 0 0 0 175 39 214 145 0 273 41B 878
1:30 0 206 21 227 0 0 0 0 0 165 32 197 171 0 285 456 B 80
I: 4 5 0 '"' 21 277 0 0 0 0 0 160 21 181 164 0 293 457 915
.'0
~our Total 0 956 77 1033 0 0 0 0 0 632 121 753 647 0 1137 1784 3570
'and 0 1616 177 1793 0 0 0 0 0 1055 216 1271 1176 0 1977 3153 6217
. of Total 0.0\ 26.0% 2.8% 0.0\ 0.0\ 0.0% 0.0\ 17.0\ 3.S\ 18.9\ 0.0\ 31.8%
Apprch l 28.8% 20.4\ 50.7%
of Apprch 0.0% 90.a 9.9\ 0.0% 0.0% 0.0% 0.0% 83.0% 17.0% 37.3% 0.0% 62.7%
Direction
Southbound
liestbound
Northbound
Eastbound
Peak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 02/19/03
Start Peak Hr . . . . . . . . . . . .. Volumes ............
Street Name Peak Hour Factor Left Thru Rght Total
HACIENDA DRIVE 08: oOam .913 0 956 77 0 1033
SR 580 EAST BOUND ON n .0 0 0 0 0 0
.880 0 632 121 0 753
.976 647 0 1137 0 1784
SR 580 EAST BOUND R~~PS
.. . .. .. .. .. Percentages ..........
Left Thru Rght
.0 92.5 7.4 .0
0.0 0.0 0.0 0.0
.0 83.9 16.0 .0
36.2 .0 63.7 .0
'"
~~
Jl
I
5~1 --.-l \ \r-
1037 ' \
\ ')o....r....
~~
i
,
:m OF DUBLIN
1137
All Traffic Data
(916) 771-8700
Fax 786-2879
HACIENDA DRIVE
77 956 0 647
632
o
1279
Inbound 1 33
Outbound 1279
Total 2312
Inbound
Outbound
Total
o
956
1137
2093
753
2093
2846
o 632
o
o
Inbound 0
Outbound L21 0
Tota 1 L21
o
o 121
121
SR 580 E~;T BOUND ON RAMP
121
Site Code : 00000000
Start Date: 02/19/03
File 1.0, : 9
Page : 2
All Traffic Data
(9161 771-8700 Site Code : 00000000
OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File I.D. : lO-A
Page . -
ARNOLD ROAD DUBLIN BLVD.
Southbound Westbound Northbound Eastbound
t
Left Thru Rght Totl Left Thru Rght Tot! Left Thru Rght Tot! Left Thru Rght Tot! Total
Oam 18 0 28 46 0 125 26 151 0 0 0 0 31 44 0 75 m
5 13 0 40 53 0 142 13 155 0 0 0 0 42 57 0 99 307
0 5 0 38 43 0 200 6 206 0 0 0 0 39 74 0 113 352
5 3 0 48 5l 0 221 11 232 0 0 0 0 62 87 0 149 m
Total 39 0 154 193 0 688 56 744 0 0 0 0 174 262 0 436 l;' 3
Oam 7 0 60 67 0 179 16 195 0 0 0 0 55 108 0 163 425
5 8 0 20 28 0 157 17 174 0 0 0 0 43 119 0 162 364
0 9 0 17 26 0 125 27 152 0 0 0 0 43 79 0 122 300
5 4 0 19 23 0 113 21 134 0 0 0 0 41 72 0 113 m
Total 28 0 116 144 0 574 81 655 0 0 0 0 182 378 0 560 1359
d 67 0 270 337 0 1262 137 1399 0 0 0 356 640 0 996 2732
Total 2.5\ 0.0\ 9.9\ 0.0\ 46.2\ 5.0\ 0.0\ 0.0% 0.0\ 13.0% 23.4\ 0.0\
ch \ 12.3\ 51.2\ 36.5\
Apprch 19.9% 0.0\ 80.n 0.0% 90.2% 9.8\ 0.0\ 0.0% 0.0% 35.7\ 64.3\ 0.0%
:ak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 02/19/03
Start Peak Hr .......... ... Volumes ............ . . . . . . . . . .. Percentages .........'
irection Street Name Peak Hour Factor Left Thru Rght Total Left Thru Rght
)uthbound ARNOLD ROAD 07:30am .705 23 0 166 0 189 12.1 .0 87.3 .0
:s tbound DUBLIN BLVD. .870 0 757 50 0 807 .0 93.8 6.1 . C
lrthbound .0 0 0 0 0 0 0.0 0.0 0.0 0.0
IS tbound .900 199 388 0 0 587 33.9 66.0 .0 .0
. OF DUBLIN
o
All Traffic Data
(916) 771-8700
Fax 786-2879
Inboun(j 0
Outboun(j 0
Total 0
o 0 0
o
o
o
50
757
o
23
388 411
o
DUBLIN BLVD.
o
Site Code : 00000000
Start Date: 02/19/03
File 1.0. : 10-A
Page : 2
'J-O
All Traffic Data
(916) 771-8700 Site Code : 00000000
, OF DUBLIN Fax 786-2879 Start Date: 02/20/03
File I.D. : 13-A
Page : 1
DOUGHERTY ROAD DUBLIN BLVD.
Southbound Westbound Northbound Eastbound
t
Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Tot! Left Tbn Rght Totl Total
Oam 66 197 6 269 64 56 24 144 74 132 108 314 8 H 48 100 827
5 92 223 9 324 68 107 36 2ll 109 180 93 382 2 61 58 121 1038
0 81 251 12 344 4: 126 91 258 151 227 108 486 10 62 76 148 1236
5 95 266 11 372 45 160 124 329 241 187 138 556 2 9a 118 210 1477
Total 334 937 38 1309 218 449 275 942 575 726 447 1748 22 257 300 579 4578
Oam 95 271 10 376 40 103 128 271 173 207 128 508 7 90 101 198 1353
5 102 225 9 336 64 211 136 411 152 207 127 486 12 94 98 204 1437
0 73 239 18 330 43 257 87 387 223 305 73 601 15 74 86 175 1493
5 54 194 14 262 35 161 69 265 235 251 69 555 13 68 78 159 1241
Total 324 929 51 1304 182 732 420 1334 783 970 397 2150 47 326 363 736 5524
d 658 1866 89 2613 400 1181 695 2276 1358 1696 844 3898 69 583 663 1315 10102
Total 6.5% 18.5% .9\ 4.0% 11.7% 6.9% 13.4\ 16.8\ 8.H .7% 5.n 6.6%
ch \ 25.9\ 22.5% 38.6\ 13.0%
Apprch 25.2% 71.4% 3.4% 17.6% 51.9% 30.5% 34.8% 43.5% 21.7% 5.2% 44.3% 50.4%
eak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 02/20/03
Start Peak Hr ......... .... Volulles ............
Peak Hour Factor Left Thru Rght Total
07:45am .940 355 1001 48 0 1414
.850 192 731 475 0 1398
.899 789 906 466 0 2161
. m 36 348 403 0 787
irection
Juthbound
~stbound
mhbound
istbound
Street Name
DOUGHBRTY ROAD
DUBLIN BLVD.
.. .. . .. .... Percen tages ..........
Left Thru Rght
25.8 70.7 3.3 .0
13.7 52.2 33.9 .0
36.5 41.9 21.5 .0
4.5 44.2 51.2 .0
_I ~ ""
'" Q ........
:J'--"'1
j I L
---..--.
3\ ..j
334? --
2q~ \
\ , t./7~
~ bOO
-
r-- I~O
,
J\r
~~-
\ K ~ <:>
, V)
!
All Traffic Data
19161 771-8700
Fax 786-2879
Site Code : 00000000
Start Date: 02/20/03
Pile I.D. : U-A
Page : 2
~ OF DUBLIN
DOUGHERTY ROAD
48 1001 365 36
906
475
1417
Inbound 1 14
Outbound 1417
Total 2831
-475
365
348 1179
466
DUBLIN BLVD.
403
Inbound 2161
Outbound 1596
Total 3757
192 789 906 46
1001
403
1596
2.1
All Traffic Data
(9161 771-8700 Site Code : 00000000
m OF DUBLIN Fax 786-2879 Start Date: 02/20/03
File 1.0. : 15-A
Page : 1
DOUGHERTY ROAD SR 580 R3ST BOUND RAMPS SR 580 WEST BOUND ON RAMP
Southbound Westbou:d Northbound Eastbound
.art
~me Left Thru Rqht Tot Left '!'hru Rqht Totl Left Thru Rght Tot! Left Thru Rght Tot! Total
'7: OOam 0 196 108 30 103 0 133 236 0 181 89 270 0 0 0 0 810
~1:15 0 223 112 33 126 0 187 313 0 195 113 308 0 0 0 0 956
., : 3 0 0 266 114 38 122 0 236 358 0 251 102 353 0 0 0 0 1091
. : 45 0 334 99 43 244 0 m 533 0 277 97 374 0 0 0 0 1340
Hour Total 0 1019 433 14: 595 0 845 1440 0 904 401 1305 0 0 0 0 4197
C: OOam 0 320 96 416 207 0 302 509 0 207 121 328 0 0 0 0 1253
8: 15 0 317 72 m 208 0 268 476 0 218 107 325 0 0 0 0 1190
~:30 0 266 100 366 256 0 367 623 0 237 70 307 0 0 0 0 1296
:45 0 240 69 309 m 0 330 547 0 228 82 310 0 0 0 0 1166
lfuur Total 0 1143 337 1m 888 0 1257 2155 0 890 380 1270 0 0 0 0 4905
and 0 2162 770 2932 1483 0 2112 3595 0 1794 781 2575 0 0 0 0 9102
. M Total 0.0\ 23.8% 8.5\ 16.3\ 0.0\ 23.2\ 0.0\ 19.7\ 8.6t 0.0\ U% 0.0\
Apprch l 32.2t 3Ut 28.3%
'c,:::Jf Apprch 0.0% 73.7% 26.3\ 41.3% 0.0\58.7\ 0.0\ 69.7\ 30.3% 0.0% 0.0\ 0.0%
'. Peak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 02/20/03
Start Peak Hr .. .. .. .. ..... Volumes ............
Peak Hour Factor Left Thru Rght Total
07:4~al .926 0 1237 367 0 1604
.859 915 0 1226 0 2141
.892 0 939 395 0 1334
.0 0 0 0 0 0
Direction
Southbound
Wescbound
Northbound
Bastbound
Street Kame
DOUGHERTY ROAD
SR 580 WBST BOUND it~PS
. .. .. . . . ... Percentages
Left Thru Rght
.0 77.1 22.8
42.7 .0 57.2
.0 70.3 29.6
0.0 0.0 0.0
.0
.0
.0
0.0
SR 580 WEST BOUND eN RA
f',.
~I'o
"f)~
j \
L.- ID'l5
i \7~1
I
\(
:'1~
~
2165
Inbound 1 04
Outbound 2165 ~226
P Tote: 1 3769
0
367 0
367
0
0
Inbound 0 Inbound 2141
Outbound 367 Outbound 395 915
0 Tota 1 367 Total 2536
0
0 0 395
395
Inbound 1334 SR 580 WEST BOUND RAMPS
Outbound 2152
Tota 1 3486
915 0 939 39
1237
0
2152
( OF DUBLIN
All Traffic Data
(9161 771-8700
Fax 786-2879
DOUGHERTY ROAD
367 1237 0 0
939
1226
Site Code : 00000000
Start Date: 02/20/03
File I.D. : 1S-!
Page : 2
\(f
All Traffic Data
(916) 771-8700 Site Code : 00000000
OF DUBLIN Fax 786,2879 Start Date: 02/20/03
File 1.0. : ll-A
Page : 1
DUBLIN BLVD. IRON HORSB PARK~AY
Southbound Westbound Northbound Eastbound
Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rqht Totl Total
)am 0 0 0 0 67 132 0 199 19 0 7 26 0 50 7 57 282
0 0 0 0 47 261 0 308 21 0 12 33 0 66 4 70 411
0 0 0 0 47 317 0 364 26 0 14 40 0 87 1 88 492
i 0 0 0 0 22 282 0 304 20 0 16 36 0 111 2 113 453
Total 0 0 0 0 183 992 0 1175 86 0 49 135 0 314 14 328 1638
Jam 0 0 0 0 19 240 0 259 18 0 9 27 0 164 2 166 452
0 0 0 0 13 351 0 364 25 0 5 30 0 158 0 158 552
0 0 0 0 13 316 0 329 8 0 5 13 0 87 1 88 430
0 0 0 0 11 296 0 307 6 0 8 14 0 92 0 92 413
Total 0 0 0 0 56 1203 0 1259 57 ' 0 27 84 0 501 3 504 1847
I 0 0 0 0 239 2195 0 2434 143 0 76 219 0 815 17 832 3485
Total 0.0\ 0.0\ 0.0% 6.9\ 63.0\ 0.0\ 4.1\ 0.0\ 2.2\ 0.0% 23.H .5\
:h \ 69.8\ 6.3% 23.9\ '
Apprch 0.0\ 0.0% 0.0\ 9.8\ 90.2% 0.0\ 65.3\ 0.0% 34.7\ 0.0\ 98.0\ 2.0%
!ak Hour Analysis By Bntire Intersection for the period: 07:00am to 08:45am on 02/20/03
Start Peak Hr . . . . . . . . . . . .. Volumes ............ .. .. . .. .... Percentages ..........
rection Street Name Peak Hour Factor Left Tbru Rght Total Left Thru Rght
,uthbound 07:30am .0 0 0 0 0 0 0.0 0.0 0.0 0.0
stbound DUBLIN BLVD. .887 101 1190 0 0 1291 U 92.1 .0 .0
rthbound IRON HORSB PARKWAY .831 89 0 44 0 133 66.9 .0 33.0 .0
stbound .791 0 520 5 0 525 .0 99.0 .9 .0
TY OF DUBLIN
89
1279 1190
o
o
Inbound 525
Outbound 1279
520 Total 1804
5
o
o
All Traffic Data
(916) 771-8700
Fax 786-2879
o
133
106
239
89
106
IRON HORSE PARKWAY
Inl)ound
Outl)ound
Total
I ntlOund
Outtlound
Total
101
o
5
o
o
o
o
o
o
o
o
1190
Inbound 12S1
Outbound 5E4 101
Total 18:5
o
o
520 564
44
DUBLIN BLVD.
4
Site Code : 00000000
Start Date: 02/20/03
File I.D. : ll-A
Page : 2
L:
j..;
All Traffic Data
(916) 771-8700 Site Code : 00000000
TY OF DUBLIN Fax 786-2879 Start Date: 02/20/03
File LD. : 12-A
Page : 1
DUBLIN BLVD. SCARLETT DRIVE
Southbound Westbou:!d Northbound Eastbound
~
: Ht
lle Left T~ru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Total
7:00am 0 0 0 0 0 102 0 102 6 0 2 8 0 192 0 192 302
c,,": 15 0 0 0 0 6 204 0 210 8 0 4 12 0 224 0 224 446
;0:30 0 0 0 0 8 267 0 275 15 0 5 20 0 215 4 219 514
T:45 0 0 0 0 13 253 0 266 17 0 3 20 0 212 5 217 503
HQur Total 0 0 0 0 27 826 0 853 46 0 14 60 0 843 9 852 1765
"',;,.;OOam 0 0 0 0 8 218 0 226 7 0 6 13 0 259 4 263 502
U5 0 0 0 0 13 313 0 326 10 0 5 15 0 235 3 238 579
,- 30 0 0 0 0 9 284 0 293 11 0 4 15 0 144 4 148 456
- 45 0 0 0 0 8 205 0 213 16 0 1 17 0 160 6 166 396
Hour Total 0 0 0 0 38 1020 0 1058 44 0 16 60 0 798 17 815 1933
~ nd 0 0 0 65 1846 0 1911 90 0 30 120 0 1641 26 1667 3698
"
~ uf Total 0.0% 0.0\ 0.0\ 1.8\ 49.9\ 0.0% 2.4\ 0.0% .8\ 0.0\ 44.4\ .7%
Apprch % 51. 7% 3.2t 45.1%
\ ,f Apprch 0.0% 0.0\ 0.0\ 3.4\ 96.6\ 0.0\ 75.0\ 0.0\ 25.0\ 0.0\ 98.4\ 1.6\
Direction
Southbound
~estbound
~,iorthbound
Bastbound
-ieak Hou: Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 02/20/03
Start Peak Hr . . . . . . . . . . . .. Volumes ............
Peak Hour Factor Left Thru Rght Total
07: 30am .0 0 0 0 0 0
.838 42 1051 0 0 1093
.850 49 0 19 0 68
.891 0 921 16 0 937
Street Name
.. . . . .. .... Percentages ..........
Left Thru Rght
0.0 0.0 0.0 0.0
3.8 96.1 .0 .0
72.0 .0 27.9 .0
.0 98.2 1.7 .0
DUBLIN BLVD.
SCARLETT DRIVE
rTY OF DUBLIN
49
1100 1051
o
o
Inbound 937
Outbound 1100
921 Total 2037
16
o
o
All Traffic Data
19161 771-8700
Fax 786-2879
o
68
58
126
49
58
SCARLETT 0 IVE
Inbound
Outbound
Total
I nl)ound
Outl)ound
Total
42
o
16
~=====
o
o
o
o
o
o
o
o
Inbound 1093
Outbound 940
Total 2033
o
1051
42
o
921 940
19
DUBLI N BL VD .
1
Site Code : 00000000
Start Date: 02/20/03
File 1.0. : 12-A
Page : 2
161
All Traffic Data
(916) 771-8700 Site Code : 00000000
ITY OF DUBLIN Fax 786,2879 Start Date: 02120/03
File I.D. : 14-A
Page . ,
DOUGHBRTY ROAD SCARLETT DRIVE
Southbound Westbound Northbound Bastbound
'.....-tart
ime Left Thru Rght Tot: Left Thru Rqht Tot! Left Thru Rght Tatl Left Thru Rght Totl Total
7:00am 0 236 2 238 0 0 0 0 3 120 6 129 2 0 13 15 382
7:15 1 298 2 301 2 0 1 3 2 146 7 155 3 0 20 23 482
'.1 :30 0 319 2 321 4 0 0 4 3 187 3 193 1 1 15 17 5'.
J.
1: 45 0 396 0 396 5 0 2 7 4 219 3 226 2 0 16 18 647
Hour Total 1 1249 6 1256 11 0 3 14 12 672 19 703 8 1 64 73 2046
I: OOam 0 324 0 324 5 0 1 6 2 181 186 8 0 14 22 538
8: 15 1 312 5 318 3 0 1 4 4 207 214 7 0 11 18 554
",~: 30 0 253 2 2 55 8 0 2 10 1 203 207 1 0 9 10 482
:45 0 247 0 247 3 0 2 5 3 143 148 1 0 6 7 407
tfOur Total 1 1136 7 1144 19 0 6 25 10 734 11 755 17 0 40 57 1981
and 2 2385 13 2400 30 0 9 39 22 1406 30 1458 25 1 104 130 4027
_ of Total O.ot 59.2\ .3% .7\ 0.0\ .2\ .5% 34.9\ .7\ .6\ 0.0\ 2.6\
Apprch \ 59.6\ 1.0% 36.2\ 3.2%
, of Apprch .1\ 99.4\ .5\ 76.9t 0.0\ 23.1\ 1.5% 96.4% 2.1% 19.2% .8% 80.0%
Peak Hour Analysis By Entire Intersection for the Period: 07:00am to 08:45am on 02/20/03
Start Peak Hr . . . . . . . . . . . .. Volumes ............ .... ....... Percentages ....... ...
Direction Street Kame Peak Hour Factor Left Thru Rght Total Left Thru Rght
Southbound DOUGHERTY ROAD 07:30am .858 1 1351 7 0 1359 .0 99.4 .5 .0
lIestbound SCARLETT DRIVE .750 17 0 4 0 21 80.9 .0 19.0 .0
Northbound .906 13 794 12 0 819 1.5 96.9 1.4 .0
Bastbound .852 18 1 56 0 75 24.0 1.3 74.6 ,0
TY OF DUBLIN
56
Intlound
Outtlound
Tota 1
17
1351
56
1424
All Traffic Data
(916) 771-8700
Fax 786-2879
819
1424
2243
13 794
4
o
17
1
1 14
12
SCARLETI DRIVE
1
Site Code : 00000000
Start Date: 02/20/03
File I.D. : 14-A
Page : 2
1-.
All Traffic Data
(9161 771-8700 Site Code : 00000000
Y OF DUBLIN Fax 786-2879 Start Date: 02/20/03
File !.D. : 16.A
Page : 1
HOPYARD ROAD SR 580 BAST ON RAM? SR 580 BAST BOUND RAMPS
Southbound Westbound Northbound Eastbound
ort
:,:,:e Left Thru Rght Totl Left Tnru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Total
7:00am 0 250 49 299 0 0 0 0 0 111 30 141 159 0 187 346 786
US 0 256 93 349 0 0 0 0 0 158 54 212 150 0 196 346 907
.='30 0 284 104 388 0 0 0 0 0 206 40 246 149 0 235 384 1018
:":A5 0 435 143 578 0 0 0 0 0 223 56 279 152 0 310 462 1319
iour Total 0 1225 389 1614 0 0 0 0 0 698 180 878 610 0 928 1538 4030
nOam 0 457 70 527 0 0 0 0 0 197 55 252 125 0 324 449 1228
8:15 0 415 110 525 0 0 0 0 0 209 39 248 117 0 297 414 1187
P: 3 0 0 447 75 522 0 0 0 0 0 199 26 225 108 0 286 394 1141
- t5 0 388 69 457 0 0 0 0 0 204 27 231 105 0 282 387 1075
:Q1,r Total 0 1707 324 2031 0 0 0 0 0 809 147 956 455 0 1189 1644 4631
], ld 0 2932 713 3645 0 0 0 0 0 1507 327 1834 1065 0 2117 3182 8661
, ! Total o .0% 33.9\ 8.2% 0.0\ 0.0\ 0.0\ 0.0\ 17.4\ 3.8\ 12.3% 0.0\ 24.4\
,
;pprch \ 42.1\ 21.2\ 36.7\
; .: Apprch 0.0\ 80.4\ 19.6% 0.0\ 0.0\ 0.0\ 0.0% 82.2% 17.8% 33.5\ 0.0% 66.5%
,Peak Hour Analysis By Bntire Intersection for the Period: 07:00am to 08:45am on 02/20/03
Start Peak Hr . . . . .. .. . .. .. Volulles ............ ........... Percentages ..........
:Jirection Street Name Peak Hour Factor Left Thru Rght Total Left Thru Rght
Southbound HOPYARD ROAD 07:45am .931 0 1754 398 0 2152 .0 81.5 18.4 .0
, 'lestbound SR 580 BAST ON RAMP .0 0 0 0 0 0 0.0 0.0 0.0 0.0
lorthbound .900 0 828 176 0 1004 .0 82.4 17.5 .0
. Eastbound SR 580 EAST BOUND RAMPS .930 502 0 1217 0 1719 29.2 .0 70.7 .0
1'- \
--l~
1'-\.0
-.. \
JI
9B ...J 11
~c:::.
1/ fi,c, "\ ~~
HOPYARD ROAD
398 1754 0 502
828
0
1330
Inbound 2152
Outtlound 1330 0
Total 3482
0
398 0
398
0
502
Inbound 1719 Inbound 0
Outbound 398 Outbound 176 0
0 Total 2117 Total 176
0
1217 0 176
176
Inbound 1004 SR 580 EAST ON RAMP
Outbound 2971
Total 3975
0 0 828 17
1754
1217
----
2971
TY OF DUBLIN
All Traffic Data
(916) 771-8700
Fax 786-2879
Site Code : 00000000
Start Date: 02/20/03
File I.D. : 16-A
Page : 2
All Traffic Data
(916) 771-8700 Site Code : 00000000
UTY OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File 1.0. : 1
Page : 1
TASSAJARA ROAD DUBLIN BLVD.
Southbound Westbound Northbound Bastbound
;~, art
TIme Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Tot! Left Thru Rght Totl Total
,j: OOpm 1 119 18 138 14 3 0 17 80 86 1 167 55 1 135 191 513
~,,: 15 2 103 22 127 19 3 0 22 68 91 2 161 57 3 137 197 507
t:.".: 30 2 125 17 l44 4 1 1 6 89 98 2 189 54 5 160 219 558
4:45 0 103 18 121 9 4 0 13 91 127 1 219 40 1 158 199 552
-~ur Total 5 450 75 530 46 11 1 58 328 402 6 736 206 10 590 806 2130
t::::'
5:00pm 0 105 14 119 10 4 2 16 76 125 0 201 61 6 174 241 57;
,5: 15 0 140 23 163 13 5 3 21 92 179 1 272 66 1 140 207 663
:30 1 98 23 122 20 6 1 27 112 158 2 272 66 1 177 244 665
, J: 45 2 110 19 131 10 2 1 13 97 170 1 268 62 3 125 190 602
Sour Total 3 453 79 535 53 17 7 77 377 632 4 1013 255 11 616 882 2507
'and 8 903 154 1065 99 28 8 135 705 1034 10 1749 461 21 1206 1688 4m
% of Total .2\ 19.5% 3.3\ 2.1\ .6\ .2\ 15.2% 22.3\ .2\ 9.9\ .5% 26.0\
.' ,prch \ 23.0\ 2.9\ 37.7\ 36.4\
of Apprch .8% 84.8% 14.5\ 73.3\ 20.n 5.9% 40.3\ 59.1\ .6\ 27.3\ 1.2\ 71.4%
Peak Hour Analysis By Bntire Intersection for the period: 04:00pm to 05:45pm on 02/19/03
Start Peak Hr . . . . . . . . . . . .. Volu1les ............ .. . .. .. .... Percentages ..........
Direction Street Name Peak Hour Factor Left Thru Rght Tota: Left Thru Rght
Southbound TASSAJARA ROAD 05:00pm .821 3 453 79 0 535 .5 84.6 14.7 .0
Westbound DUBLIN BLVD. .713 53 17 7 0 77 68.8 22.0 9.0 .0
Northbound .931 377 632 4 0 1013 37.2 62.3 .3 .0
Eastbound .904 255 11 616 0 882 28.9 1.2 69.8 .0
._ TY OF DUBLIN
616
All Traffic Om
(916) 771-8700
Fax 786-2879
In:)ound 1013
OutJound 1122
Tota 1 2135
53 377 632
453
616
1122
7
17
53
3
11 18
4
DUBLI N BLVD.
Site Code : 00000000
Start Date: 02/19/03
File I.D. : 1
Page : 2
(p
All Traffic Data
19161 771-8700 Site Code : 00000000
ITY OF DUBLIN Fax 786-2879 Start Date: 02/11/03
Pile LD. : 6-?
Page : 1
DUBLIN BLVD. HACIENDA DRIVE
Southbound Westbound Northbound Bastbound
-:art
,~me Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Total
-4:00pm 12 90 13 115 44 54 3 101 53 68 68 189 20 185 91 296 701
...J:15 8 62 7 77 H 69 3 106 43 56 70 169 15 123 87 225 577
<::30 10 115 26 151 48 62 8 118 46 82 72 200 :4 188 112 314 7',
,~-
;~:45 15 lOB 10 133 32 58 5 95 71 85 83 239 25 184 124 333 m
Hour Tctal 45 375 56 476 158 243 19 420 213 291 293 797 74 680 414 1168 2851
i& : OOpm 14 207 19 240 44 83 5 132 84 67 64 215 26 174 149 349 936
5:15 15 105 19 139 29 51 2 82 101 107 71 279 29 186 89 304 804
",':0: 30 17 117 20 154 30 80 4 114 83 75 54 212 20 165 103 288 768
: 45 9 119 16 144 30 73 4 107 57 76 50 183 21 190 126 337 771
nIJur Total 55 548 74 677 133 287 15 435 325 325 239 889 96 715 467 1278 3279
and 100 923 130 1153 291 530 H 855 538 616 532 1686 170 1395 881 2446 6:40
, of Total 1.6\ 15.0\ 2.n 4.7\ 8.H .6\ 8.8% 10.0\ 8.7\ 2.8\ 22.7\ 14.3%
Apprch % 18.8\ 13 .9\ 27.5% 39.8%
~~f Apprch 8.7\ 80.1% 11.3% 3U\ 62.0% 4.0% 31.9% 36.5\ 31.6\ 7.0\ 57.0\ 36.0\
Direction
Southbound
, Westbound
Northbound
Eastbound
Peak Hour Analysis By Bntire Intersection for the Period: 04:00pm to 05:45pm on 02/11/03
Start Peak Hr ............. VolUMes ............
Peak Hour Factor Left Thru Rght Total
04: 30pm .691 54 535 74 0 663
.809 153 254 20 0 427
.836 302 341 290 0 933,
.931 94 732 474 0 1300
Street Kame
DUBLIN BLVD.
HACIENDA DRIVE
. . . . . . . . . .. Percentages
Left Thru Rght
8.1 80.6 11.1
35.8 59.4 4.6
32.3 36.5 31.0
7.2 56.3 36.4
.0
.0
.0
.0
~
~ :)- Vl
,.... I.s) \tI
j \ L
L- ,~
___'J.yl
,13.3
!,!.~
I ~
--
I r
\.t)
~ 1.0 ~
r-,,: ~"'-l ~
''') "'"
i/S
"';."7--1
!lI I
:m OF DUBLIN
All Traffic Data
(916) 771-8700
Fax 786-2879
SANTA RITA ROAD
0 612 665 189 268
847
383
182
1498
Int)ound 1 66
Outt)ound 1498 383
Total 2964
0
612 0
612
0
268
Inbound 906 Inbound 703
Outbound 612 Outbound 501 138
245 Total 1518 Total 1204
189
245 501
67
1839PIMLICO DRIVE/SR 580 EB ON RAMP
1196
3035
o 847 67 925
393
Intlound
Outtlound
Tota 1
138
665
393
o
1196
Site Code : 00000000
Start Date: 02/19/03
File 1.0. : 3-A
Page : 2
3
All Traffic Data
(916) 771-8700 Site Code : 00000000
ITY OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File 1.0. : 3-A
Page : 1
SANTA RITA ROAD PIMLICO DRIVE;SR 580 EB ON RAMP SR 580 EAST BOUND RAMPS
Southbound Westbound Northbound Bastbound
:art
,ime Left Thru Rght580EB Totl Left Thru Rght580EB Totl Left Thru Rght580EB Totl Left Thru Rght580EB Totl Total- 580EB:
4:00pm 37 161 141 0 339 38 0 76 33 147 0 201 16 239 456 61 41 86 0 188 1130 272 858
-us 38 123 128 0 289 35 0 74 37 146 0 189 17 245 451 58 53 52 0 163 1049 282 767
, : 30 51 179 156 0 386 37 0 93 42 172 0 208 15 219 442 50 43 72 0 165 1165 261 904
'-4 ; 4 5 53 159 149 0 361 31 0 75 30 136 0 210 15 249 474 71 55 102 0 228 1199 279 920
lI,Qur Total 179 622 574 o 1375 141 0 318 142 601 0 808 63 952 1823 240 192 312 0 744 4543 1094 3449
" :OOpm 40 180 175 0 395 39 0 113 58 210 0 174 15 236 425 75 58 90 0 223 1253 294 959
5:15 49 173 137 0 359 37 0 116 49 202 0 235 19 239 493 50 64 86 0 200 1254 288 966
-:30 47 153 151 0 351 31 0 79 45 155 0 228 18 201 447 72 68 115 0 255 1208 246 962
;45 42 171 127 0 340 38 0 101 39 178 0 218 25 183 426 74 51 95 0 220 1164 222 942
30ur Total 178 677 590 o 1445 145 0 409 191 745 0 855 77 859 1791 271 241 386 0 898 4879 1050 3829
. ~nd 357 1299 1164 o 2820 286 0 727 333 1346 o 1663 140 1811 3614 5ll 433 698 o 1642 9422 2144 7278
. ilf Total 3 .8 13.8 12.4 0.0\ 3.0 0.0 7.7 3.5\ 0.0 17.7 1.5 19.2\ 5.4 4.6 7.4 0.0\ 22.8% 77.2\
Apprch % 29.9% 14.3% 38.H 17.4\
"'-Jf Apprc 12.7 46.1 41.3 0.0% 21.2 0.0 54.0 24. H 0.0 46.0 3.9 50.1% 31.1 26.4 42.5 0.0%
Peak Hour Analysis By Entire Intersection for the Period: 04:00pm to 05:45pm on 02/19/03
Start Peak Hr . . . . . . . . . . . .. Volumes ............ . .. . .. . .... Percentages ..........
.- Direction Street Name Peak Hour Factor Left Thru Rght 580BB Total Left Thru Rght 5mB
Southbound SANTA RITA ROAD 04:45pm .928 189 665 612 0 1466 12.8 45.3 n.7 .0
Westbound PIMLICO DRIVE/SR 580 BB .837 138 0 383 182 703 19.6 .0 54.4 25.8
,-Northbound .933 0 847 67 925 1839 .0 46.0 3.6 50.2
Eas tbound SR 580 EAST BOUND RAMPS .888 268 245 393 0 906 29.5 27.0 43.3 .0
~ :::: ~
In ~" I~'
J I L i L- t/O~
-'-'___ ,_ rl"lf5
--.~--..__._-
-'~
i'"(I'
~ trC'
). 11 .-.l
~I-/I-
S{f.t; I
!
ITY OF DUBLIN
o
All Traffic Data
(916) 771-8700
Fax 786-2879
TASSAJAR~ RPAD
321 972 0 0
895
334
1229
Int)ound 1 93
Outt)ound 1229
lata 1 2522
334
o
Inbound 8(7
Outbound 6~O 473
Total 1447
Inbound
Outbound
Total
473
972
o
1445
o
o 640
640
SR 580 WEST BOUND RAMPS
1535
1445
2980
o 895
640
Site Code : 00000000
Start Date: 02/19/03
File LD. : 2
Page : 2
2--
All Traffic Data
(916) 771-8700 Site Code : 00000000
..TY OF DUBLIN Fax 786-2879 Start Date: 02/19{03
File I.D. : 2
Page : 1
TASSAJARA RPAD SR 580 WEST BOUND RAMPS SR 580 WEST BOUND ON RAMP
Southbound Westbound Northbound Eastbound
'art
.i:me Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Total
4:00pm 0 248 73 321 91 0 45 136 0 187 151 338 0 0 0 0 795
.;: 15 0 199 63 262 90 0 58 148 n 190 131 321 C 0 0 0 731
.
: 30 0 269 65 334 1:7 0 58 175 -, 211 140 351 0 0 0 0 B60
u
4:45 0 247 71 318 114 0 70 184 0 199 157 356 0 0 0 0 858
~""1lr Total 0 963 2 72 1235 4~2 0 231 643 ,1 787 579 1366 0 0 0 0 3244
"
5': OOpm 0 277 72 349 118 0 72 190 0 219 143 362 0 0 0 0 901
5,: 15 0 223 90 313 136 0 100 236 0 219 182 401 0 0 0 0 950
': 30 0 250 87 337 101 0 76 177 0 236 143 379 0 0 0 0 893
,~:45 0 222 72 294 118 0 86 204 J 221 172 393 0 0 0 0 891
Hour Total 0 972 321 1293 n 0 334 807 J 895 640 1535 0 0 0 0 3535
[ lnd 0 1935 593 2528 885 0 555 1450 0 1682 1219 2901 0 0 0 0 6379
% of Total 0.0% 28.1\ 8.6% 12.9\ 0.0\ 8.2\ 0.0\ 24.5\ 17.7% 0.0\ 0.0\ 0.0%
~"'Jrl:h % 36. H 21.1% 42.2%
llf Apprch 0.0% 76.5% 23.5\ 61.0\ 0.0\ 39.0% 0.0% 58.0% 42.0% 0.0% 0.0% 0.0%
Direction
Southbound
Westbound
., 'Northbound
Eastbound
Peak Hour Analysis By Entire Intersection for the period: 04:00pm to 05:45pm on 02{19/03
Start Peak Br .. .. .. ... .... Volumes ............
Street Name Peak Hour Factor Left Thru Rght Total
TASSAJARA RPAD 05:00pm .926 0 972 321 0 1293
SR 580 WEST BOUND RAMPS .855 m 0 334 0 80i
.957 0 895 640 0 1535
.0 0 0 0 0 0
SR 580 WEST BOUND ON RA
.. .. . .. . ... Percentages ..........
Left Thru Rght
.0 75.1 24.8 .0
58.6 .0 41.3 .0
.0 58.3 41.6 .0
0.0 0.0 0.0 0.0
ITY OF DUBL IN
302
630 254
74
94
Inbound. 1300
Outbound 630
732 Total 1930
474
All Traffic Data
(916) 771-8700
Fax 786-2879
DUBLIN BLVD.
74 535 54 94
341
20
455
In:)ound 63
Outbound 455
fotal 1118
20
254
Inbound 4?7
Outbound 1076 153
Total 1503
I ntlound 933
Outtlound 1162
Total 2095
153 302 341 290
535
474
1162
54
732 1076
290
HACIENDA' DRIVE
Site Code : 00000000
Start Date: 02/11/03
File 1.0. : 6-P
Page : 2
1
All Traffic Data
(9161 771-8700 Site Code : 00000000
TY OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File I.D. : 7
Page : 1
HACIENDA DRIVE HACIENDA CROSSINGS
Southbound Westbound Northbound Eastbound
, '3!t
,~)Ile Left Thru Rght Tot! Left Thru Rght Totl Left Thru Rght Tot! Left Thru Rght Tot! Total
4:00pm 19 199 0 m 91 0 15 106 0 179 86 265 0 0 0 0 589
--',: 15 15 150 0 165 93 0 22 115 0 169 116 285 0 0 0 0 565
':'::: 30 15 226 0 242 96 0 16 112 0 179 114 293 0 0 0 0 647
T45 20 2G2 0 222 103 0 12 115 0 155 112 267 0 0 0 0 604
H9.ur Total 70 777 0 847 383 0 65 448 0 682 428 1110 0 0 0 0 2405
8:00pm 19 339 0 358 101 0 10 111 0 202 132 334 0 0 0 0 803
5:15 14 216 0 230 84 0 8 92 0 299 142 441 0 0 0 0 763
-,~ 30 24 240 0 264 89 0 14 103 0 233 105 338 0 0 0 0 705
:45 2" 202 0 227 84 0 10 94 0 237 114 351 0 0 0 0 672
~
HO'J! Total 82 997 0 1079 358 0 42 400 0 971 493 1464 0 0 0 0 2943
iOd 152 1774 0 1925 741 0 107 848 0 1653 921 2574 0 0 0 5348
'. Jf Total 2.8\ 33.2% 0.0% 13.9\ 0.0\ 2.0% 0.0\ 30.9\ 17.2\ 0.0\ 0.0% 0.0\
Apprch % 36.0\ 15.9% 48.1%
(')f Apprch 7.9% 92.1% 0.0\ 87.H 0.0\ 12.6\ 0.0% 64.2% 35.8% 0.0% 0.0% 0.0\
Direction
Southbound
Westbound
,__ Northbound
Bastbound
Peak Hour Analysis By Entire Intersection for the Period: 04:00pm to 05:45pm on 02/19/03
Start Peak Hr . . . . . . . . . . . .. Volumes ............
Peak Hour Factor Left Thru Rght Total
05:00pm .753 82 997 0 0 1079
.901 358 0 42 0 400
.830 0 971 493 0 1464
.0 0 0 0 0 0
Street Kame
HACIENDA DRIVE
HACIENDA CROSSINGS
.... ....... Percentages
Left Thru Rght
7.5 92.4 .0
89.5 .0 10.5
.0 66.3 33.6
0.0 0.0 0.0
.0
.0
.0
0.0
TY OF DUBLIN
o
o
o
o
o
Inbound
Outbound
o Total
o
All Traffic Data
(916) 771-8700
Fax 786-2879
HACIENDA DRIVE
o 997 82 0
971
42
1013
Inbound 1 79
Outbound 1013
Total 2092
42
o
o
o
o
Inbound~OO
Outbound 575 358
Tota 1 175
Inbound
Ou:bound
Total
3513
997
I)
1464
1355
2819
o 971
82
o 575
493
HACIENDA CROSSINGS
493
1355
Site Code : 00000000
Start Date: 02/19/03
File I.D. : 7
Page : 2
C1
All Traffic Data
(916) 771-8700 Site Code : 00000000
TY OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File I.D. : S
Page : 1
HACIENDA DRIVE SR 580 WEST BOUND RAMPS SR 580 WEST BOUND ON RAMP
Southbound Westbound Northbound Bastbound
art
..me Left Thru Rght Totl Left Thru Raht Totl Left Thru Rqht Totl Left Thru Rght Totl Total
4:00pm 0 152 146 298 44 0 44 88 0 221 171 392 0 0 0 0 778
~-: 15 0 112 133 245 41 0 3S 79 0 247 147 394 0 0 0 0 718
': 30 0 172 141 )'1 54 0 33 87 0 263 216 479 0 0 0 0 379
..
4:45 0 161 142 303 62 0 25 87 0 238 197 435 0 0 0 0 m
lInur Total 0 597 562 1159 201 0 140 341 0 969 731 1700 0 0 0 0 3200
'-)::OOpm 0 231 209 440 53 0 43 96 0 291 295 586 0 0 0 0 1122
5: 15 0 177 123 300 62 0 77 139 0 364 315 679 0 0 0 0 1118
:30 0 186 146 332 70 0 41 111 0 297 277 574 0 0 0 0 1017
:45 0 135 148 283 54 0 41 95 0 310 245 555 0 0 0 0 933
Hour Total 0 729 626 1355 239 0 202 441 0 1262 1132 2394 0 0 0 0 4190
and 0 1326 1188 2514 440 0 342 782 0 2231 1863 4094 0 0 0 0 7390
f of Total 0.0% 17.9\ 16.1\ 6.0% 0.0\ 4.6\ 0.0\ 30.2\ 25.2\ 0.0\ 0.0% 0.0\
Aoprch % 34.0\ 10.H 55.H
of Apprch 0.0% 52.7% 47.3\ 56.3\ 0.0\43.7\ 0.0% 54.5\ 45.5% 0.0\ 0.0% O.Ol
Peak Hour Analysis By Entire Intersection for the Period: 04:00pm to 05:45pm on 02/19{03
Start Peak Hr .. . . . . . .. . ... Volumes ............ . .. . .. .. ... Percentages ..........
Direction Street Nalle Peak Hour Factor Left Thru Rght Total Left Thru Rght
Southbound HACIENDA DRIVE 05: OOpm .770 0 729 626 0 1355 .0 53.8 46.1 .0
Westbound SR 580 WEST BOUND RAMPS .793 239 0 202 0 441 54.1 .0 45.8 .0
., Northbound .881 0 1262 1132 0 2394 .0 52.7 47.2 .0
Eastbound SR 580 WEST BOUND ON RA .0 0 0 0 0 0 0.0 0.0 0.0 0.0
rTY OF DUBLIN
o
All Traffic Data
(916) 771-8700
Fax 786-2879
HACIENDA DRIVE
626 729 0 0
1262
202
1464
Inbound 1 55
Outbound 1464
Total 2819
202
o
Inbound 4,n
Outbound 11:32 239
Total 1573
I nl)ound
Outl)ound
Total
239
729
o
968
2394
968
3362
o 1262 113
o
o 1132
1132
SR 580 WEST BOUND RAMPS
Site Code : 00000000
Start Date: 02/19/03
File LD. : 8
Page : 2
I(
All Traffic Data
(9161 771-8700 Site Code : 00000000
TY OF DUBLIN Fax 786-2879 Start Date: 02/19/03
File I.D. : 9
Page : 1
HACIENDA DRIVE S~ 580 EAST BOUND ON RAMP SR 580 EAST BOUND RAMPS
Southbound Westbound Northbound Eastbound
--:art
'-'me Left Thru Rqht Totl Left Thru Raht Totl Left Thru Rqht Totl Left Thru Rght Totl Total
4:00pm 0 132 64 196 0 0 0 0 0 260 108 368 132 0 124 256 820
.1:15 0 94 59 153 D 0 0 0 0 213 78 291 181 0 133 314 758
cc: 30 0 137 89 226 0 0 0 0 0 328 99 427 151 0 125 276 929
~~:45 0 166 57 223 D 0 0 0 0 319 122 441 116 0 108 224 888
Hour Total 0 529 269 798 0 0 0 0 0 1120 407 1527 580 0 490 1070 3395
OOpm 0 181 103 284 0 0 0 0 0 439 153 592 147 0 102 249 1125
5:15 0 158 81 239 0 0 0 0 0 529 156 685 150 0 87 m 1161
0':: 3 0 0 176 80 256 0 0 0 0 0 454 116 570 120 0 83 203 1029
: 4 5 0 126 63 189 0 0 0 0 0 430 99 529 125 0 89 214 932
HOur Total 0 641 327 968 0 0 0 0 0 1852 524 2376 542 0 361 903 4247
, lnd 0 1170 596 1766 0 0 0 0 2972 931 3903 1122 0 851 1973 7642
~Jf Total 0.0\ 15.3\ 7.8% 0.0\ 0.0\ 0.0\ 0.0\ 38.9\ 12.2\ 14.7\ 0.0\ 11.1\
.\pprch \ 23.1\ 51.1\ 25. B\
nf Apprch 0.0% 66.3% 33.7\ 0.0% 0.0\ 0.0\ 0.0% 76.1\ 23.9% 56.9\ 0.0\ 43.1\
,Peak Hour Analysis By Bntire Intersection for the Period: 04:00pm to 05:45pm on 02/19/03
Start Peak Hr . . ....... .... Volumes ............ .. .. .. .. ... Percentages ..........
, 'Direction Street Kame Peak Hour Factor Left Thru Rght Total Left Thru Rght
Southbound HACIENDA DRIVE 05:00pm .852 0 641 327 0 968 .0 66.2 33.7 .0
Westbound SR 580 BAST BOUND ON RA .0 0 0 0 0 0 0.0 0.0 O. D 0.0
-' Northbound .867 0 1852 524 0 2376 .0 77.9 22.0 .0
Bastbound SR 580 EAST BOUND RAMPS .907 542 0 361 0 903 60.0 .0 39 .9 .0
ITY OF DUBLIN
361
. ~.
All Traffic Data
(916) 771-8700
Fax 786-2879
HACIENDA DRIVE
327 641 0 542
1852
o
2394
Inbound 68
Ou:bound 2394
Total 3362
Irbound
Outbound
Tota 1
o
641
361
1002
2376
1002
3378
o 1852
o
o
Inbound 0
Outbound !,24 0
Total !,24
o
o 524
524
SR 580 EA~,T BOUND ON RM-1P
52
Site Code : OODOOOOO
Start Date: 02/19/03
File I.D. : 9
Page : 2
II
All Traffic Data
(916) 771-8700 Site Code : 00000000
dTY OF DUBLIN Fax 786-2879 Start Date: 0:/11/03
File I.D. . .. ".'
Page . -
ARNOLD ROAD DUBLIN BLVD.
Southbound Westbound Northbound Eastbound
:art
Time Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Tot! Total
~UOpm 25 0 41 66 0 112 4 116 0 0 0 0 20 270 0 290 472
, : 15 11 0 33 44 0 11l 4 115 0 0 0 0 34 225 0 259 418
'UO 12 0 38 50 0 129 2 131 0 0 0 0 24 301 0 325 506
4:45 7 0 42 49 0 130 3 133 0 0 0 0 23 322 0 345 527
, ur Total 55 0 154 209 0 482 13 495 0 0 0 0 101 1118 0 1219 1923
....;.
5:00pm 29 0 66 95 0 184 1 185 0 0 0 0 26 318 0 344 624
,>: 15 13 0 47 60 0 178 3 181 0 0 0 0 18 289 0 307 548
:30 13 0 44 57 0 173 4 177 0 0 0 0 26 274 0 300 534
-~:45 16 0 38 54 0 151 1 152 0 C 0 0 17 321 0 338 544
~our Total 71 0 195 266 0 686 9 695 0 0 0 0 87 1202 0 1289 2250
and 126 0 349 475 0 1168 22 1190 0 0 0 0 188 2320 0 2508 4173
\ of Total 3.0\ 0.0\ 8.H 0.0% 28.0\ .5\ 0.0\ 0.0\ 0.0\ 4.5% 55.6\ 0.0\
"llrch % l1.H 28.5\ 60.1\
,c(lf Apprch 26.5% 0.0\ 73.5\ 0.0% 98.2\ 1.8\ 0.0\ 0.0% 0.0% 7.5% 92.5% 0.0%
Peak Hour Analysis By Entire Intersection for the period: 04:00pm to 05:45pm on 02/11/03
Start Peak Hr ..... ........ Volumes ............ . .. . .. .. ... Percentages ..........
Direction Street Name Peak Hour Factor Left Thru Rght Total Left Thru Rght
, Southbound ARNOLD ROAD 05:00pm .700 71 0 195 0 266 26.6 .0 73.3
Westbound DUBLIN BLVD. .939 0 686 9 0 695 .0 98.7 1.2
Northbound .0 0 0 0 0 0 0.0 0.0 0.0 O.
c Eastbound .937 87 1202 0 0 1289 6.7 93.2 .0
All Traffic Data
(9I6) 771-8700 Site Code : 00000000
cITY OP DUBLIN Fax 786-2879 Start Date: 02/11/03
File I.D. : 10-P
Page : 2
ARNOLD ROAD
195 0 71 87
0
9
96
Inbound 66
Outbound 96 9
Total 362
0
881 686
195
686
87
Inbound 1289 Inbound 695
Outbound 881 Outbound 1273 0
1202 Total 2170 Total 1968
71
0 1202 1273
0
Inoound 0 DUBLIN BLVD.
Outbound 0
rota 1 0
0 0 0 0
0
0
0
lip
All Traffic Data
(916) 771-8700 Site Code : 00000000
~JTY OF DUBLIN Fax 786-2879 Start Date: 02/11/03
File 1.0. : ll-P
Page : 1
DUBLIN BLVD. IRON HORSE PARKWAY
Southbound Westbound Northbound Bastbound
,ut
:iiue Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Total
,1.; OOpm 0 0 0 0 7 150 0 157 12 0 20 32 0 271 1 272 461
/c: 15 0 0 0 0 3 142 0 145 14 0 18 32 0 241 2 243 420
..:;': 3 0 0 0 0 0 7 157 C 164 18 0 46 64 0 281 0 281 509
4 :4 5 0 0 0 0 6 164 0 170 22 0 35 57 0 314 1 315 542
';:-lr Total 0 0 0 0 23 613 C 636 66 0 119 185 0 1107 4 1111 1932
2}
5:00pm 0 0 0 0 11 239 0 250 26 0 48 74 0 297 0 297 621
ok 15 0 0 0 0 4 218 0 222 16 0 24 40 0 286 2 288 550
30 0 0 0 0 10 199 0 209 32 0 51 83 0 247 5 252 544
):45 0 0 0 0 5 194 0 199 25 0 52 77 0 286 1 287 563
:lour Total 0 a c 0 30 850 C 880 99 0 175 274 0 1116 8 1124 2278
:, IOd 0 0 0 0 53 1463 0 1516 165 0 294 459 0 2223 12 2235 4210
~ of Total 0.0% 0.0% 0.0\ 1.3\ 34.8% 0.0\ 3.9\ 0.0\ 7.0% 0.0% 52.8\ .n
:'lrch % 36.0\ 10.9% 53.1\
fJf .~pprch 0.0\ 0.0% 0.0\ 3.5\ 96.5% 0.0% 35.9% 0.0% 64.1% 0.0\ 99.5\ .5\
Peak Hour Analysis By Bntire Intersection for the Period: 04:00pm to 05:45pm on 02/11/03
Start Peak Hr . . . . . . . . . . . .. Volumes ............ .. .. . .. . ... Percentages ..........
Direction Street Kame Peak Hour Factor Left Thru Rght Total Left Thru Rght
Southbound 05:00pm .0 0 0 0 0 0 0.0 0.0 0.0 0.0
Westbound DUBLIN BLVD. .880 30 850 0 0 880 3.4 96.5 .0 .0
Northbound IRON HORSE PARKWAY .825 99 0 175 0 274 36.1 .0 63.8 .0
Bastbound .946 0 1116 8 0 1124 .0 99.2 .7 .0
uTY OF DUBLIN
99
949 850
o
o
Inbound 1124
Outbound 949
1116 Total 2073
8
All Traffic Data
(916) 771-8700
Fax 786-2879
o
o
o
o
o
o
o
o
Inbound 880
Outbound 1291
Total 2171
Inbound 274
Outbound 38
Total 312
30 99 0 17
o
8
38
IRON HORSE PARKWAY
InbJund
OutbJund
T Jta 1
o
o
o
850
30
o
1116 1291
175
DUBLI N BL VD .
Site Code : 00000000
Start Date: 02!11/03
File I.D. : l:-P
Page : 2
It
I
All Traffic Data
(916) 771-8700 Site Code : 00000000
~ 1 TY OF DUBLIN Fax 786-2879 Start Date: 02/11/03
File I.D. : 12-P
Page : 1
DUBLIN BLVD. SCARLETT DRIVE
Southbound Westbound Northbound Eastbound
a'.
a
Tlme Left Thru Rght Totl Left Thru Rgbt Tot! Left Thru Rght Totl Left Thru Rgbt Totl Total
.~: OOpm 0 0 0 0 11 208 0 219 29 0 12 41 12 265 5 282 542
'15 0 0 0 0 7 186 0 193 20 0 9 29 10 230 4 244 466
',: 30 0 0 0 0 12 226 0 238 32 0 22 54 3 . r 9 278 570
.:0
4:45 0 0 0 0 3 234 0 237 21 0 8 29 4 314 2 320 585
-:1r Total 0 0 0 0 33 854 0 887 102 0 51 153 29 1075 20 1124 2W
5:00pm 0 0 0 0 11 331 0 342 24 0 21 45 7 327 3 337 724
t : 15 0 0 0 0 4 308 0 312 17 0 5 22 4 272 7 283 617
:30 0 0 0 0 6 284 0 290 22 0 6 28 4 277 4 285 603
,:45 0 0 0 0 3 325 0 328 17 0 6 23 0 256 3 259 610
Hour Total 0 0 0 0 24 1248 0 1272 80 0 38 118 15 1132 17 1164 2554
l lnd 0 0 0 0 57 2102 0 2159 182 0 89 271 44 2207 37 2288 4718
% of Total 0.0\ 0.0% 0.0\ 1.2\ 44.6\ 0.0\ 3.9\ 0.0\ 1.9\ .9\ 46.8\ .8\
;"?rch \ 45.8% 5.7% 48.5%
! )f Apprch 0.0% 0.0% 0.0% 2.6%97.4% 0.0% 67.2\ 0.0% 32.8\ 1.9% 96.5% 1.6%
Peak Hour Analysis By Entire Intersection for the Period: 04:00pm to 05:45pm on 02/11/03
Start Peak Hr . . . . . . . . . . . .. Volumes ............ .. . . . . .. ... Percentages ..........
Direction Street Kame Peak Hour Factor Left Thru Rght Total Left Thru Rght
'. Southbound 05:00pm .0 0 0 0 0 0 0.0 0.0 0.0 0.0
Westbound DUBLIN BLVD. .930 24 1248 0 0 1272 1.8 98.1 .0 .0
Northbound SCARLETT DRIVE .656 80 0 38 0 118 67.7 .0 32.2 .0
Eastbound .864 15 1132 17 0 1164 1.2 97.2 1.4 .0
CITY OF DUBLIN
80
1328 1248
o
15
Inbound 1164
Outbound 1328
1132 Total 2492
17
o
o
Inbour:d
Outbound
Total
Inbound
Outbound
Tota 1
24
o
17
41
SCARLETT DIVE
All Traffic Data
(916) 771-8700
Fax 786-2879
o
118
41
159
80
15
o
o
15
o
15
15
o
Inbound 1272
Outbound 1170
Total 2442
o
1248
24
o
1132 1170
38
DUBLIN BLVD.
3
Site Code : 00000000
Start Date: 02/11/03
File I.D. : 12-P
Page : 2
IC,
All Traffic Data
(916) 771-8700 Site Code : 00000000
:! l'Y OF DUBLIN Fax 786-2879 Start Date: 02/11/03
File :.0. : :~-P
Page . .
DOUGHBRTY ROAD SCARLBTT DRIVE
Southbound Westbound Northbound Eastbound
2, :rt
Time Left Thru Rght Totl Left Thru Rght Tot! Left Thru Rght Totl Left Thru Rght Totl Total
J: OOpm 0 206 2 208 4 1 4 9 11 213 3 227 1 0 7 8 452
:'" 15 0 168 4 172 9 1 1 11 6 190 3 199 1 1 5 7 389
:';~;JO 1 163 1 165 2 0 0 2 12 231 0 243 3 0 9 12 m
4:45 0 184 4 188 0 0 2 13 268 1 282 0 0 7 7 m
Clr Total 1 721 11 733 17 2 J 24 42 902 7 951 5 1 28 H 1742
5:00pm 1 202 5 208 4 0 1 5 17 347 3 367 2 0 7 9 589
}i.,: 15 0 218 8 226 3 0 0 3 19 358 4 381 0 0 3 3 613
:30 1 174 4 179 1 3 0 4 24 347 3 374 2 1 5 8 565
"J~ 45 0 203 2 205 0 0 0 0 20 346 2 368 1 0 9 10 583
Hour Total 2 797 19 818 8 3 12 80 1398 12 1490 5 1 24 30 2350
( ind 3 1518 30 1551 25 5 6 36 122 2300 19 2441 10 2 52 64 4092
of Total .1\ 37.1\ .7\ .6\ .1\ .1\ 3.0% 56.2% .5% .2% 0.0% 1.3%
-?rch % 37.9% .9% 59.7\ 1.6%
Jf Apprch .2% 97.9% 1.9% 69.4% 13.9% 16.7\ 5.0% 94.2% .8% 15.6% 3.1\ 81.2%
, Peak Hou: Analysis By Entire Intersection for the Period:
Start Peak Hr
Peak Hour ?actor
05:00pm .905
.600
.978
.750
Direction
Southbound
Westbound
Northbound
Eastbound
Street Name
DOUGHBRTY ROAD
SCARLBTT DRIVE
04:00pm to 05:45pm on 02/11/03
.. . .. .. . . . .,. Volumes ............
Left Thru Rght Total
2 797 19 0 818
8 3 1 0 12
80 1398 12 0 1490
5 1 24 0 30
. . . . . . . . . .. Percentages ..........
Left Thru Rght
.2 97.4 2.3 .0
66.6 25.0 8.3 .0
5.3 93.8 .8 .C
16.6 3.3 80.0 .0
~ITY OF DUBLIN
24
All Traffic Data
(916) 771-8700
Fax 786-2879
DOUGHERTY ROAD
19 797 2 5
1398
1
1404
Inl)ound 18
Outl)ound 1404
Total 2222
Inbound
Outbound
Total
Intlound 1490
Outtlound 829
Total 2319
8 80 1398
797
24
829
1
3
:.2
J.5
?7
8
2
1 15
12
SCARLETT DRIVE
1
Site Code : 00000000
Start Date: 02/11/03
File I.D. : 14-P
Page : 2
'1V
J,.-
All Traffic Data
(916) 771-8700 Site Code : 00000000
.rTY OF DUBLIN Fax 786-2879 Start Date: 02/11/03
File I. D. : 13-P
Page : 1
DOUGHERTY ROAD DUBLIN BLVD.
Southbound Westbound Northbound Eastbound
:art
_~me Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Total
4:00pm 91 152 21 264 40 107 59 206 154 136 69 359 28 139 151 318 1147
":': 15 82 163 19 264 47 91 62 200 172 125 43 340 27 132 142 301 1105
;~: 30 85 169 16 270 59 116 53 228 128 128 58 314 16 138 143 297 1109
-1:45 88 129 24 241 71 112 85 268 155 189 65 409 19 179 120 318 1236
,~0U: Total 346 613 80 1039 217 426 259 902 609 578 235 1422 90 588 556 1234 4597
:;> OOpm 114 151 27 292 89 126 lOB 323 183 238 71 492 24 2ll 161 396 1503
5:15 71 162 19 252 73 160 103 336 134 230 71 435 27 154 151 332 1355
.. : 3 0 85 141 21 247 65 110 81 256 142 237 60 439 16 159 143 318 1260
:45 74 105 15 194 104 160 12B 392 11l 156 59 326 21 132 109 262 1174
cour Total 344 559 82 985 331 556 420 1307 570 861 261 1692 88 656 564 1308 5292
and 690 1172 162 2024 548 982 679 2209 1179 1439 496 3114 178 1244 1120 2542 9889
;- of Total 7.0% 11.9\ 1.6\ 5.5\ 9.9\ 6.9% 11.9% 14.6\ 5.0\ 1.8\ 12.6% 11.3\
\p.prch \ 20.5\ 22.3\ 31.5\ 25.7\
of Apprch 34.1% 57.9% 8.0% 24.8% 44.5% 30.7\ 37.9% 46.2\ 15.9% 7.0% 48.9% 44.1\
., Peak Hour Analysis By Bntire Intersection for the Period: 04:00pm to 05:45pm on 02/11/03
Direction
Southbound
Westbound
,- Northbound
Eastbound
Street Name
DOUGHERTY ROAD
DUBLIN BLVD.
Start
Peak Hour
04:45pm
Peak Hr
Factor
.884
.880
.902
.861
. . . . . . . . . . . .. Volumes ............
Left Thru Rght Total
358 583 91 0 1032
298 508 377 0 1183
614 894 267 0 1775
86 703 575 0 1364
. .. .. . .. ... Percentages ..........
Left Thru Rght
34.6 56.4 8.B .0
25.1 42.9 31.8 .0
34.5 50.3 15.0 .0
6.3 51.5 42.1 .0
~ ~ ~\' L./ ]....0
1>.. V) f'<) ~ t; S <,.
j , l. ,- 33)
i _.--" ou__
'f'r -1 \ 1 ,\
- '\ -
(, S~. \ ~ ....... ~
-1 t'~t"\I
/b"l \ In \.:,
b I
,:TY OF DUBLIN
575
All Traffic Data
(9161 771-8700
Fax 786-2879
DOUGHERTY ROAD
91 583 358 86
894
377
1357
Inbound 1 32
Outbound 1357
Total 2389
377
508
Inbound 1133
Outbound 1328 298
Total 2511
Inbound 1775
OutiJound 1456
Total 3231
298 614 894 267
583
575
1456
358
703 1328
267
DUBLI N BL VD .
Site Code : 00000000
Start Date: 02/11/03
File I.D. : 13-F
Page : 2
;t.\
All Traffic Data
(916) 771-8700 Site Code : 00000000
ITY OF DUBLIN Fax 786.2879 Start Date: 02/11/03
File I.D. : 15.P
Page : 1
DOUGHERTY ROAD SR 580 WEST BOUND RAMPS SR 580 WEST BOUND ON RAMP
Southbound Westbound Northbound Bastbound
~:):art
,:lme Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Tot! Total
4: OOpm 0 186 155 341 77 0 95 172 0 262 191 453 0 0 0 0 956
:]: 15 0 212 139 351 65 0 113 178 0 227 219 446 0 0 0 0 97S
.,~J :30 0 236 132 368 47 0 110 157 0 203 242 445 0 0 0 0 970
'-4:45 0 198 122 320 83 0 127 210 0 281 230 511 0 0 0 0 1041
..RJur Total 0 832 548 138~ 272 0 445 717 0 973 882 1855 0 0 0 0 3952
..::;: OOpm 0 233 166 399 68 0 121 189 0 375 326 701 0 0 0 0 1289
5:15 0 240 144 384 68 0 152 220 0 278 323 601 0 0 0 0 1205
c: : 30 0 215 128 343 67 0 160 227 0 276 245 521 0 0 0 0 1091
-- :45 0 192 123 315 66 0 98 164 0 226 257 483 0 0 0 0 952
Hour Total 0 880 561 1441 269 0 531 800 0 1155 1151 2306 0 0 0 0 4547
and 0 1712 1109 2821 541 0 976 1517 0 2128 2033 4161 0 0 0 8499
i' of Total 0.0\ 20.1\ 13.0\ 6.4\ 0.0% 11.5\ 0.0\ 25.0\ 23.9\ 0.0\ 0.0\ 0.0%
Aoprch \ 33.2\ 17.8% 49.0\
<>f Apprch o . 0% 60.7\ 39. H 35.7\ 0.0\ 64.3% 0.0\ 51.1% 48.9\ 0.0% 0.0% 0.0%
..-
, Direction
,_ Southbound
Westbound
Nor:hbound
gastbound
Peak Hour Analysis By Entire Intersection for the Period: 04:00pm to 05:45pm on 02/11/03
Start Peak Hr .. . . . ........ Volumes ............
Street Name Peak Hour Factor Left Thru Rght Total
DOUGHERTY ROAD 04: 45pm .906 0 886 560 0 1446
SR 580 WEST BOUND RAMPS .932 286 0 560 0 846
.832 0 1210 1124 0 2334
.0 0 0 0 0 0
SR 580 WEST BOUND ON RA
. . . . . . . . . .. Percentages ..........
Left Thru Rght
.0 61.2 38.7 .0
33.8 .0 65.1 .0
.0 51.8 48.1 .0
0.0 0.0 0.0 0.0
1770
Inbound 1 46
Outbound 1770 560
P Total 3216
0
560 0
560
0
0
Inbound 0 Inbound 846
Outbound 560 Outbound 11.~4 286
0 Total 560 Total 1910
0
0 0 1124
1124
Int)ound 2334 SR 580 WEST BOUND RAMPS
Outt)ound 1172
Total 3506
286 0 1210 112
886
0
1172
ITY OF DUBLIN
All Traffic Data
(916) 771-8700
Fax 786-2879
DOUGHERTY ROAD
560 886 0 0
1210
560
Site Code : 00000000
Start Date: 02/11/03
File I.D. : 15-P
Page : 2
tv
All Traffic Data
(916) 771-8700 Site Code : 00000000
TY OF DUBLIN Fax 786-2879 Start Date: 02/11/03
File 1.0. : 16-P
Page : 1
HOPYARD ROAD SR 580 HAST BOUND ON RAM? SR 580 EAST BOUND RAMPS
Southbound Westbound Northbound Bastbound
3rt
ne Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Left Thru Rght Totl Total
4:00pm 0 182 81 263 0 0 0 0 0 359 72 431 94 0 109 203 897
,',: 15 0 211 66 277 0 0 0 0 0 367 59 426 79 0 126 205 908
:30 0 214 71 285 0 0 0 0 0 351 58 409 94 0 148 242 936
T:45 0 230 51 281 0 0 0 0 0 387 55 442 124 0 134 258 981
!J.Q.ur Total 0 837 269 1105 0 0 0 0 1464 244 1708 391 0 517 908 3722
:OOpm 0 232 69 301 0 0 0 0 0 551 70 621 150 0 136 286 1208
5:15 0 220 88 308 0 0 0 0 0 483 66 549 118 0 145 263 1120
- 30 0 229 53 282 0 0 0 0 0 395 58 453 126 0 142 268 1003
- 45 0 195 63 253 0 0 0 0 0 388 85 473 95 0 121 216 947
Hour Total 0 876 273 1149 0 0 0 0 0 1817 279 2096 489 0 544 1033 4278
G .nd 0 1713 542 2255 0 0 0 0 0 3281 523 3804 880 0 1061 1941 8000
\ A Total 0.0\ 21.4% 6.8\ 0.0\ 0.0\ 0.0\ 0.0\ 41.0\ 6.5\ 11.0\ 0.0\ 13.3\
Apprch % 28.2\ 47.6\ 24.3%
~ f Apprch 0.0% 76.0\ 24.0% 0.0\ 0.0\ 0.0\ 0.0\ 86.3\ 13.7% 45.3% 0.0% 54.7%
.
'Direction
Southbound
Westbound
,.Northbound
Eastbound
Peak Hour Analysis By Entire Intersection for the Period: 04:00pm to 05:45pm on 02/11/03
Start Peak Hr ..... ... ..... Volumes ............
Street Name Peak Hour Factor Left Thru Rght Total
HOPYARD ROAD 04: 45pm .951 0 911 261 0 1172
SR 580 BAST BOUND ON RA .0 0 0 0 0 0
.831 0 1816 249 0 2065
.940 518 0 557 0 1075
SR 580 EAST BOUND RAMPS
. .. .. .. .. .. Percentages ..........
Left Thru Rght
.0 77.7 22.2 .0
0.0 0.0 0.0 0.0
.0 87.9 12.0 .0
48.1 .0 51.8 .0
~ ~
~ "
J ~
I
~rt,-1 \~
i' ~
-....
~ r-,
s4LJ -1 ""- ,.~
HOPYARD ROAD
261 911 0 518
1816
0
2334
Inbound 1172
Outbound 2334 0
T ota 1 3506
261
0
518
Inbound 1075 Inbound 0
Outbound 261 Outbound 249 0
0 Total 1336 Total 249
TY OF DUBLIN
557
All Traffic Data
(916) 771-8700
Fax 786-2879
Inbound
Outbound
Total
o
911
557
o
o 249
249
SR 580 EAST BOUND ON RAMP
2065
1468
3533
o 1816
24
1468
Site Code : 00000000
Start Date: 02/11/03
FIle I.D. : 15-P
Page . !
UI/Zl/ZUUZ lU:JJ ~A~ ~lb I~b 2~79
.7ITY Cf DV9LIN
- :'3.':' t
r:.~e
--3 )0
-.l 45
rc:ai
, , 4 ' C Opl'l
"',15
~ 30
'~< . S
.:>.;r T='tal
~JplTl
j 5
,otal
t"ar:d
of Total
"'pprct. ,
. of Apprc
TllISSAJARA RC,>u)
SouthbOund
Left: Ttr.J R:rht
v 1:"1 ;2
94 28
21: 60
o 105
96
88
o 1.2
401
o 9.
o l~O
20o!
810 204
21. 9 S 5
,4 79 7 19 9
Tot:
(I l1'
o 12S
o 2H
27
132
o 120
o 110
o 13'
o 499
2' S'
DL'BLIN BLVD
Westbound
!..eft Thr\.: R~::"t.
2
5
o
2
o
2
4
2
12
,3
46,2H6B2
o
:;:
9
,2
:\lV
A:l Traffic 03~a
sa98 foot~ills 31vd, 3,302
Rcse','.11e. C'A, 95678
:~16}771.3"OO
o
o
o
~
2
5
,1
o
0,0'
23
22
25
97
19
29
.7
o 112
o 139
o 251
0,0'
Peak Hcur AnolYS1~ By Entire Inter~ectlon tc~ :~e ~erlod
s~.r~ Pe3k Hr
Dlr~ctlon S~reet Name Peak Hour Factor
o 1024
0.0'
0,0'
Seuthbound TASSAJARA ROAD
\oi!!S1:bC"und
Nc:-thbound
:E3.stbo,..,nd
[)\1BL!N BLVD
03,30pm
o
o
o
o
o
o
o
o
c
.883
,583
,955
,852
North=O"Jnd
Tc~l
:..e~t 7hn.: Rqht
107 10:.
~
1:0 :01
2~' 201 5
91 95
128 76
'9 84
5' 81
395 336
9S 93
110 74
7
2CS 167
25 817 10t
22,0 18,9
.'l
53,3 H 0
o
o
o
Totl
2:0
2 :)
42)
Le!t
03,)Op~ eo OS,15pm on 07/2~/02
volcmes
7
436
115
o
o 186
o 205
o 164
o 178
o 73)
1
o
2
4
o 190
o 186
o 3"6
11
,]
o 1532
C.O'
41,2'
~, 0'
,
Thru
412
5
372
]
Rghe
110
2
6
D4
East.bound.
Lef t T;,ru RCl!le
31 DO
26 2 lOa
5'7 238
30
28
42
41
141
38
35
'73
271
1,3
2J,8
o
o
o
o
o 98
o 98
129
95
420
95
o 103
19a
11 856
,3 23,0
.0 75.2
Tota~
526
14
814
552
~ 002/032
Slte =ode , ooooo~co
5eart Daee, 0'/20/02
Tetl
o 162
o 136
o 2ge
o 128
o 126
o 1'4
o In
o 565
o 1)7
o 13 B
o 2'5
o 1138
0.0'
30.6'
,0'
F~le I, D
Page
:-otal-
52'
4'9
1006
446
454
449
456
18C5
443
466
909
1'20
Left
"
5C,O
53,5
20,8
Perc:er.l:.ages
Thru Rghe
'8.) 20,9
35,1 14 ,2
45 "
,S ,g 6
DUB:-..s,S
o
o
o
52'
479
1006
o U6
o < 54
o 449
o 456
o 180S
o
o
o
44)
4c6
309
o 3120
O,OHOQ,O'
.0
,0
.0
,0
07/21/2002 10:34 FAX 916 786 2879
CITY Cf ::)l.fELH'
ATD
All ~ra!flc Data
S~'8 Foo~hil15 31vd J.302
Rosevllle.CA 9SE78
(9l6ji''71.S''OO
TASSAJARA ROAD
o 110 412 ~ 11S
372
2
436
551 5
110
115
Inbound
Outbound
3 Total
434
o
552
551
1103
Inbound
Outbound
Total
526
489
1015
Inbound 814
Outbound 853
Total 1667
7 436 372
412
434
-----
-----
853
-----
-----
489
~ 003/032
Slte Code , OOOOOOCO
Start Date, 0'/20/02
Fil. I D , DUB'rS.S,S
Page 2
o
2
:: nbound
Outbound
Total
5
14
13
27
7
4
3 13
6
DUBLIN BLVD.
6
o
07/21/2002 10:34 FAX 916 786 2879
C:TY ')F DtJB:'J:<
Tl\SSHARA ROAD
Southbound
:S:'3.!'"t.
Tlme
Left
C
o
,)0
.s
--:-:::..1
. Oopm
. 1 S
o
o
4 ~O
0&-45
-leur Toc.al
o
5 ~Opm
5 1 S
o
o
-rc:.a 1
Thru
194
151
345
154
138
164
149
505
128
145
~"1J
Rqht
60
54
11'
Totl
254
205
459
53
57
56
62
228
6.
n
135
\: c: Tot.al
1223 471 POO
0\ 23,H 9,2\
::rand
A?p==~ \ J2,B'
'40' Appr=h 0,0\ 71,9\ 28.1\
Dl:'ect~on
Street Name
TASSHARA ROAD
1,580 WB ON,OFF RAMPS
SO:Jthbound
;.;~st.bound
~'o:thbound
Eastbound
ATD
All ':'rafflc Dat.a
5098 Foothills 31vd, ),)02
Rosevllle.CA. '5678
(9:6\771,8700
1,580 we ON-OF, RAMPS
Westbound
Le~t
R:oht
79
76
155
Tetl
Thru
o
o
o
PO
1":';
91
96
~B7
342
207
195
220
211
8))
B9
98
:07
102
66
65
55
66
252
155
16)
16::2
16B
648
396
o
o
o
o
o
192
216
408
BS
:01
186
o
o
o
76
68
144
162-
169
))0
769
14,8\
o 55) H20
0,0\ 10.6\
25, (\
58,3\ 0,0\ 41,7\
Northbound
Left
o
o
o
Thru
137
132
269
o
o
o
o
o
121
142
111
115
489
o
o
o
115
120
235
o 993 1177 2170
0,0\ 19,)\ 22.7\
0,0\ 45,B\ 54.2\
East-bound
Rqht
:!.56
129
285
To:.l
Let!:
293
261
554
o
149
150
131
169
599
270
292
242
284
lOB 9
156
117
293
271
2S7
528
o
0,0\
41.8\
o
o
o
o
o
Th,-u
o
o
o
R"ht
o
o
o
o
o
o
o
o
o
o
o
o
0,0\
o 0\ 0,0\ 0,0\
Le!c
.0
56,6
,0
Totl
o
o
o
o
o
o
o
o
o
o
o
o
0,0\
III 004/032
Site C~. : 00000000
StAr: ~.te: 07/20/02
File J,O, TAS5.0-W
pase
7ot31
7:7
633
.355
o
o
o
o
o
632
&50
'~4
653
2559
PeoK Hou~ Analys~s By En~lre Inte~sect~on tor t.~e per1od: 03:30pm to 05:15pm on 07/20/02
St.art Peak Hr volumes.. .......
Peak Hour Factor Left Th~~ Rght Total
OL30pm ,B47 0 637 224 0 861
,959 374 0 2B6 0 660
,952 0 532 ,84 0 1116
.0 0 0 0 0 0
o
o
o
624
042
1266
o
~190
Perce~':ages
ThnJ "'gilt
7J,9 25,0
o 43,3
47,6 52
0.0 0 0
c.o
,0
.0
.0
0.0
U II ~ 11 ~ U U 2 1 U : 3 4 I'A.~ lIltj 11Il) 2117!~
ATV
[4J 005/032
::-: ':Y :Jf O\JBL I N
~ll ~a[~l~ Data
5098 Fcot~"\iJl, Sl~/c!. ~-)02
R03ev:.lle.CA. 956'7S
:9:6:7'1-8"00
Site Code : OOCOCOOO
Start Dale: 07/2C/o2
file 1.0, TAS580.W
Page
TASSHARA ROAD
224 637 0 0
532
286
-----
-----
818
Inbound
Outbound
Total
861
8:'8
1679
286
o
Inbound
Outbound
Total
660
584
1244
374
Inbound
Outbound
Total
374
637
o
1116
1011
2127
o 532
o
o 584
584
1-580 WE ON-OFF ~~PS
o
!i84
-----
-----
1011
JUL-22-20e2 12:~1
91E 786 2879
9'1%
P.05
07/21/2002 10:35 F~~
:;-::y OF DUSLl~
I'ASSJARA ROAD
scut.hbound
-~'s~arc
916 786 2879
PIMLICO DRIVE
Wes:.bcund
ATD
All 1ra!f:: =a:a
509S Foothi!ls Blvd )~)02
Ros~v,lle.CA '5678
~916:'771.e"OQ
SAN'!'A p;rA ROAD
Norchl>our.d
1.580 EB ON OFF ~P
E.st.b~Wld
laJ 006/032
Site Code 000:0000
Start Date, 07/2C/02
File I,D. , TAS58~,i'
Page
. J0
Left ~h~u RQr.tEB~ON ~otl
~6 135 '2 0 2!lJ
49 141 64 0 254
105 :276 1 S6 0 537
Le~~ T~ru ~QhtE3.=N Totl
36 "30 1]2
Left 7hru RqhtEB-ON To~l
o 1'8 :2 '1 28)
o 163 :8 10~ 295
o J.~ 30 191 S6B
Lefe ~hru R~htE3.0N To::
.5 51 l:~ 0 220
69 50 92 0 21:
114 111 206 0 431
Tl!lle
3;"~
"'- -'Total
4: ~')p.m
15
~'30
,....- 01" <,S
Ho..:r T:;tal
., III El
H 12' 63
.6 153 70
'31 1)4 l!1
176 54: 275
:. COp"'
5 IS
:-o:a1
32 10, 66
43 133 E2
75 242 12a
Grand 356 1063 559
, of' 'tot~: 5.3 lS.!! 8.3
.; ....j\~?rC'~. "
of hpprc 18,0 53, 28,3
o 2.; 1
o 2H
o 26;1
o 252
o 990
o 207
o 238
o 445
C 1978
0.0
29 n
0,0'
) 1
67
o 42
H!
50 123
80 255
36 ll)
31 124
43 113
33 11 0
143 460
45
o
94
31 102
38 III
69 213
o 190
o las
o 15:
o 19:
o 110
o 164
o 164
o 328
o 1379
0, C 2:;.5
0.0 62 0
:4 97 29:
a 113 317
:6 78 245
30 83 304
76 371 1157
:2 78 254
:6 66 246
28 144 500
IH 712 2225
2 0 B,6'
]3.0'
6 0 J2,O'
43 42 89
50 72 101
46 6: 94
50 51 103
1!9 226 386
51
42
93
56 95
42 90
98 185
32
41
30
l4
137
o "5
o 5~
o 4C
~J
o 180
292 928
,1'
13.8'
3:,5'
396 .35 777
5,9 6,5 11,5
24,6 27,1 48 3
fea~ Hour Ana1y6ia By Entire l~tersection tor t~e Period: 03:3~p~ to OS:15p~ on 07/2C/02
St.art. ?eak Hr Volumes
r:i:-ec:.~on
Sou t: l':.bound
Solesc.bound
No:"tt.bcund
!as:c.b::)und
Stre:!'t. Name
TASSJAllA ROAD
PIIILICO DRIY!:
SANTJ\ RITA ROAD
l,sao E8 O~-OFF RAMP
JUL-22-2002
12:01
26
24
50
o
o
o
254
3 9
o 3e:;
0,0 5 7
27.4
0,0 41,
Fe4A Kou r
C3;30~m
Factor
. 89~
,932
.927
,927
Le!:.
516 786 287'3
199
:'40
o
207
Thru
514
o
709
225
I<gl'lt
280
205
60
395
EB,!)N
o
147
407
o
Total
1012
4"
1176
827
97%
o 173
o 223
o 201
o 204
o 801
o 2n
o )74
o 376
o 1608
o. ,n
0,0'
Left
19.5
28,4
.0
25.0
Thru
52.7
.0
60,2
27,2
~J."
Percen~age:;
Tota:- ES ,ON.
918 123
87) 154
1791. 277
795
719
'1 'i14
818
898
828
870
3414
I)) 68"
144 754
121 707
116 754
514 29CC
765
769
ISH
109 656
1 04 66~
213 1321
6739
1004 5735
14.9% 85,1'
llght
21.6
41,6
5,1
477
E9.C~
,0
2',8
34 ,6
,0
P.06
07/21/2002 10:35 F~l 916 786 2879
:::':''! CF :nJBLIN
ATD
All ~r~ffiC DaLa
5098 Foot~i11s 91~d. )-)02
Rosev;lle.=~. 95673
(9:';; 771,6100
TASSJARA ROAD
o 280 534 198 207
709
205
:-580 EB ON-OFF ~~p
o
280 0
280
207
Inbound
Outbound
225 Total
395
o
JUL-22-2002 12:02
827
280
1107
I
Inbound
Outbound
Total
1012
1121
2133
Inbound
Outbound
To':.al
140
534
395
1176
1069
2245
o 709
-----
-----
1069
SA~7A RITA ROAD
916 786 2879
-----
-----
1121
~ 007/032
Site Code , oooooooc
St~rt Catc; 07/20/02
F1.1e 1.0. TAS590-F
page 2
147
205
Inbound
Out.bound
Total
492
483
975
o
140
198
225 483
60
PIrVoL:CO DRIVE
60
407
'37%
P.07
ilC 0141032
07/21/2002 10:39 FAX 916 786 2879
ATD
A11 Trafflc Data
5J98 Foothills Blvd. 3-302
R08evllle.CA. 95678
(916) 771,8700
Slte Code OOO~OOOO
Star: ::>ate, 07nO/02
File I,D, OUBKAC-S
Page
-- CI':'Y OF DUBLIN
DUBLIN BLI/I),
We!ltbound
IiACI EIOA IllHVE
Selle hbollnd
Northbo....nd
Eastbound
Start
Tll'1e
30
45
Total
Total
H'
461
955
Tot1
IS6
162
Jl8
Totl
149
127
276
!.efc Thrc
~2 8l
16 83
28 164
RQh:
63
63
126
Tr.ru llQht
41 48
36 30
77 78
Le~t
Left
50
55
105
Tot1
155
132
28'
Left Thru Rah: 70tl
2': ),
11 26 40
14 52 74
Th::-" R=ht
99
72
171 10
EO
61
121
414
474
158
151
152
169
17
32
20
25
95
93
:19
:20
:19
79
73
61
'2
285
65
68
"
77
281
22
36
41
38
137
14
10
13
20
57
54
71
59
55
239
121
146
147
129
541
42
40
57
48
187
47
60
68
51
226
72
76
75
27
3C
49
36
142
11
4 : OOpm
~ 15
4"30
"45
Hour TOlal
6
2
2
14
4":'6
6
10
31
465
1829
65
292
471
630
21
:08
:09
257
leo
H9
179
27
27
54
6
7
1)
52
82
134
50
60
110
J4
J1
65
115
1^'
216
114
54
43
"
55
56
115
54
56
IlJ
36
43
35
78
~ OOpm
5'15
~tal
1 :!.4
25
2
6
.28
61
11
3563
1205
963
98 583 52'
2,8\ 15.4\ 14.7\
;1i 22"'
7,U 6.4\
457
12.8\
J6 1056
1. 0\
H2 578
12.4\ 16,2\
2S5
50
1.4\
3H
Cr3nd
".' of' Tot-a:
: A?prch \
\ of Apprch 10,0\ 75 2' 14,7\
J4
1. 0\
7,H
)),8\
27,0'
29.5\
9,5\
8.1\ '5,'\ 43.5\
,7,5\ 29,0\ 23.6\
3,4\
41 ,9\ 54. 7\
Peak Hour Analysis By Entir~ In~ers@eeion for ~he period: 03:3Cpm to OS:lSpm on 07/20/02
Start Peak. Hr Volumes
Peek Hoar Factor Left Th::-u Rght
Cl,30pm ,929 24 109 23
.890 213 119 20
.852 246 115 127
.968 52 316 259
.... Perce~tages
Tl\ru Rght
69,8 14,7
57.7 ,6
26,5 25,0
;0 3 4: . )
Left
Total
156
552
508
62'
Street Name
Direcc::..on
,0
.0
,0
,0
15.3
o
o
o
o
HACJENOA DRIVE
OUELIN BL\'D,
So"thDcund
Westbound
"'ortl'.:oound
Ea.';bound
38,5
48 .4
8.2
P.14
'37%
S'lE 786 297'3
12:05
JUL-22-2002
07/21/2002 10:39 F.~~ 916 786 2879
CITY :JF' Cl.:!lLHI
246
588 319
23
52
Inbound
Outbound
316 Total
259
JUL-22-2002 12:05
ATD
A:l Tra~~ic Data
50'8 Foothills Blvd, )-302
Roseville.CA. 95078
(916~7":-B"OO
HACIENDA DRIVE
23 109 24 52
135
20
627
SBB
1215
Inbound
Cutbound
Total
156
207
363
-----
-----
Inbound 508
Outbound 581
Total 1089
213 246 135
109
259
-----
-----
581
916 766 237'3
207
~ 015/032
Site Code 00000000
Star: ~4~e; 01/20/02
File I.D. DUBKAC.5
Page
20
I:1bound
Ou:bound
Total
552
467
1019
319
213
24
316 467
127
DUBLIN BLVD.
t27
97%
P.lS
07/14/2002 12:49 F.~~ 916 786 2879
CITY OF Cu'll:"IN
HACIENOJ>. DRIVE
Southbcund
Start
':'lme
Left. ':'hru Rqht.
27 74 C
l3 16 C
6~ 150 0
3 3':-
,.5
Tot..31
, o:;pm
'~lS
. ' 3D
4.415
}.lour Total
)7 5:'
)2 )8
21 72
29 50
119 2P
~ OOpM
5:15
Tota:
)5 39
28 .'
6) 136
Grand :42 Sj3
~ oC Teta1 5,2 10,7
,~pprch ,
, oC A~~rc 3.,5 5'.5
D~rec:10n
Sout.:'\bound
irlestbOUnd
~rt:'\bound
Eastt:o'.1l\d
Sc.reet. Name
HACIENDA CROSS:'C
HACIENDA CRIVE
JUL-1S-20l2'2
-:otl
o 101
:03
~ ;1 ~
o
o
o
o
o
o 93
H
Jl€
o
o
o
o 12.
o 75
o 199
o
0,0
o 7015
0,0'
.,,9\
0,0'
0,0
14: :5
HACIS~A CROSS:NG
we5t.~ocn.d
Lef~ T!lru Ro~,~
19S 0 - ~
159
354
..
151
19S
187
164
68'
7~
14l
11'
25;
12H
n,;
91.4
o
o
o
o
o
o
o
o
o
0.0
0,0
.-\TU
A:l Tra~tlc Oa~a
5098 Foo~h~1ls Blvd, )'302
R0gev1:"le,:A. 9s.67a
(~16:77~.870C
70:1
o uo
: 9
J4
o i,5E
:2
12
o
o
o
16
n
62
19
:> loC
o 125
8
2'
123
o :422
0,0'
30,4\
0,0'
2 5
8.5
,890
.924
,0
'31E "'26 2879
Northbounc
~,=
Left Thru Roht
o 90 H2
o 92 231
o 182 473
lS~
o 83
o 11'7
o 92
::. ~7
4:))
IH
89
74:-
J 361
S'7 : 94
235
J 83 : 9'
17C 389
'33 l,SO
O.J 15,7 38,0
0,) 29,2 70,9
690
o
o
TOt.l
o JJ2
o 323
o 055
222
239
213
245
919
o 305
o 356
o 305
o 3H
o 13 00
o 28~
o 277
o 558
o 251)
O. Ct
53, "
0,0\
o
382
o
58
934
o
'37%
Ea,tbound
Let':. Th:u :c:Jht.
J
J
o
o
o
o
,
,)
o
0.0
0.0
o
o
o
o
Total
374
H8
1316
o
c
C
C-
c
C-
c
=
C
C
0,0
o
0,0
0,0
0,0
~ UUU019
S1te Code 0:000000
Star~ Date' 0'/13/02
:a"1.1e 1.0. :iA:::'RO~S
Page
o
o
o
Totl
o 0
o 0
o 0
Peak Hou~ Ar..~ysis By Ent1.re :~:erleC:lon !o= ~~e Pe~iod' 03:30pm co ~5:15p~ on 07/:3/02
S:a:"t peak. Hr \"01 urnes
Peak Hour Fa:cor ~e~~ Thr~ Rgr.t
03,30pm .859 129 245 0
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
0,0'
0,0\
Toeal,
60
Ole
1253
o
o
o
o
o
601
595
2385
o
o
o
565
47'
1042
o
(Sac
Lef~
)4,4
92,2
,0
0.0
Perce:1t.ages
Thru RghC.
65,5 .0
,0 7'
29,0 70,9
0,0 0.0
562
62J
P.02
J
6.J
till)
1251
oJ
50
523
o
6el
0)
539
o
2)85
o 565
o 4,-1
o 1042
o 4680
O,OUOO,Ol
,0
,0
,0
0,0
07/14/2002 12:50 F~l 916 786 2879
CITY OF Ot;BLIN
o
o 0
o
o
Inbollnd
OutbOllnd
o Total
o
o
JUL-15-2002 14:15
o
ATD
Ail Tra~!i= Date
5098 Foothills Blvd. )-302
!loseville.=A. 35679
(916)771-8700
HA:IEN:JA DRIVE
o 245 129
Inbound
Outbound
To:.a2.
o
o
o
Inbound
Outbound
Total
690
245
o
-----
-----
935
SlE 785 29""'3
I
374
440
814
1316
935
2251
o 382
o
382
58
-----
-----
440
l4Zl003/019
Site C~de 00000000
S<art Date 07/1)/02
File: .D. HACCRO-S
Page
o
I:1bound
Ou:boun::l
Total
58
o
748
1063
1811
690
129
o 1063
934
HACIE~~A CROSSING
934
'3'7%
o
P.0]
07/14/2002 12:50 F~l
916 786 2879
CITY 0: OL'lILIN
St.ar~
T1TT:e
L 30
4:)
Toea:'
~ OOt:~.
. 15
. 'J 0
"45
':.I0t...:C Tc~al
S.OOI='~
5, ~ 5
Total.
Grand
" of Tot",l
Apprch ,
t cf A~p=c
IL'CIENDA DRIVE
Soutt:bound
Left ':'hrJ R"ht
o ~5 176
o 6~ 164
o 15' HO
C 62 14 6
o 1S 148
o ,. 185
o 60 154
o 271 6j)
o e.
o 6:
o 145
o 580 1222
0,0 ll,2 23,5
O.C:!22619
Totl
o 271
o 2J~
o 5J4
o 20B
o 223
o 25~
o 214
o 90.
146
\03
249
o 230
o 154
o 394
1-580 WB ON-OFF ~~PS
Wenbouncl
:"eft T'hru A.aht
)4 77
34 0 5.
68 0 13 3
37
32
H
29
132
o 57
ATD
All Traffic Data
5098 Foothills B~vcl, 3,302
Rose"'llle.CA. 35678
(n6) 771,8700
TOtl
o 111
90
o 201
o 9.
o 99
o 93
o 92
o ]78
a~
o 10.
a 121
o 225
Nort~ou.,.j
Left Thr"\l Rq}-.t
252 !~
o 251 "5
o 519 155
o 241 71
o 292 72
240 82
L 59 75
1048 300
o ~1 ':'
191
o 410
o 1971 606
0,0 38, 1 11,"
C.O 76,5 23,5
Tot I
o B.
OJ,,;
674
o 316
o J 6.
o 322
344
o 13'8
76
75
151
o 293
o 25B
561
?e:.k Hcur Analys:.s By Entlre l:1tersect.1.on for the per:.cd: 03:JOpn to 05:15P" on 0'7/::'3/02
Start. Peilk HI volumes
peak Hour Factor Lett Thr~ Rght
03,30pm .85~ 0 301 634
,8B7 1]7 0 257
,9)) 0 lOS9 H9
,0 0 0
Dl!'=c:.ion
Southbound
Westbo~n:j
Hor:~und
EaSt~o'\;r.~
St.reet Name
o un 282
C,O\ 5,4
34.7\
0.0\ );,1
HACIEl\'DA DRIVE
1-580 W9 ON,OFF RAMPS
JUL-15-20e2
14:15
o 67
o 59
o 63
o 246
4J
39
82
o
o
o 522
0,0 10,1
0,0 61.9
B2
143
o 804
0,0\
15, "
0,0\
516 786 2979
o 2S8:!
0,0\
H,6\
0.0\
'37%
Eastbound
Left Thru Rght
o
o
o
o
o
o
o
o
o
o
o
u 0
C.O 0,0
0,0 0.0
o
Total
935
JH
1356
c
o
c
c
o
o
o
o
o
o
o
o
o
0,0
0,0
o
o
o
o
o
o
o
o
o
o
o
Lefe.
.0
34,7
,0
0.0
~ 004/019
Slce Code
Scare DaCe
File :.~.
page
Tor;. 1
Tcta,l- .
11'
655
13H
o 0
o
o 0
o
o
o
o
o
o
o
o
o
o
620
6a6
674
650
26)0
o
o
o
o
o
lIao
o
0,0\
51U
0,0\
. . .. ?ercentages
Thru Rgh:
32,1 67.3
.0 65,2
'B.O 2:,
0,0 0, J
oco~oooo
07;13/02
KA.! !O"f - 5
o
o
o
71'
;~5
1379
o 620
o SB6
o 574
o 550
o 2S30
627
527
o
o
o
SS3
553
1180
o 3189
0,0\10:.0\
,0
,0
,0
o
F.04
07/14/2002 12:50 FAX 916 Hll 21:17!1
c:-;y OF' Dl"B~:N
..nu
All Tra:f:c Data
5098 Foothills Blvd, J,J02
~cgevill~.:A 95679
'~16i 77>870(1
HJ\CIENDA DRIVE
0 634 301 0 0
1058
257
-----
-----
1315
Inbound 935
Outbound 1315
Total 2250
o
634 0
634
o
I nbOl..:.nd
Ou,:bound
o Total
o
o
JUL-15-2002 14:17
o
634
634
Inbou:1d
Outbound
Total
137
301
o
-----
-----
438
916 786 287'3
~UU5/019
Slce Code o:~OOOOC
St~rt DatE 07/13!02
Flle t.C. HA580W-S
Pa9e-
o
257
inbound
01..l::bound
Total
1356
438
1794
o 1058
o
394
298
692
137
o
o 298
29B
1-580 WE ON-OFF RAMPS
298 0
~,"7%
P.05
07/14/2002 12:51 F.~\
91ti 7llti 2879
CITY OF ~UBL:N
$t.art
T:n-e
)030
3.4S
';'0 I:. a 1
4:00pm
, lS
< 30
4 45
H.:)ur -:Ootal
,00pm
S 15
Total
:;=an::l
, cf 70tal
Ap;:r:h ..
, cf l\;:prc
HACIENDA DRIVE
So\,;th~ound
Left Tllr\l R~llt
o 85 <<
o 68 )5
o IS) 19
o 67 )2
o 7~ 3)
o 77 Jl
o 57 )2
o 2'5 128
o 85
72
o 157
o 585 217
0.0 :3,8 6 5
0.0 67 9 )2,
o
o
o
Totl
123
:0)
232
o 99
o 10-'
o 108
o 89
o <03
.2
2ft
10
C 127
o 100
o 227
o 362
0.0'
20,)\
0,0'
i::'lt'ec:tion
P~ak Hour An3~ys15 By E~t~:e
Soutl1:>ouncl
wes tbour.d
N;,rthOoWld
East.bOund
Street Name
HACI~ DRIVE
1.590 ES ON-OFF RAMPS
JUL-1S-2002
14: 17
Nestbound
Left Thru Rq~:
o 0
o 0
o 0
c
o
o
o
o
o
o
o
c
o c
0,0 0,0
0,0
O.C
0,0 0
Int.ersec:'.lon
S':.art
Peak Hour
03,30pm
ATU
All Tra~r:C O~ta
5098 FootlllllS Blv~, 3')02
Rosevi~ l~.:A. ~567a
(9l6)77:='-5700
No:-t~cc-..:nd
Tot:
Th::-u Rqht
165 -11
!..e~-:'
o
o
o
c
e
170
o
c
3'-
"
o
o
o
o
o
142 J7
Ies 19
150 3:'
191 18
669 125
o
o
o
o
o
o
o
o
o
o
o
o He
D9
o
2'9
o
0.0'
o
1252 269
C, 30,1 6,)
,0\
0,0 12,7 17 )
SlE 786 2375
Ill] 006/019
S~te C~e : ooooooo~
Sta:t Da:e, 07/13/02
File ;,0. , 510EHA-S
Page
1-580 E~ ON,OFF RAM?S
o
)!
e
o
Cor t~e period; C3:3~pm t~ ~S::5p~ on 07/~3!02
reak HI ~clumes
Fact~r ~e:~ Thru R;ht
. Bt9 0 294 1440
,0 C
'01 0
'29 593
12
~ 11'
o 2'-5
o 19:
o B9
o 79~
)J
o 113
~ 117
o 350
3,
72
o lSS: 13Cl
(',0' 3~,6
36,S'
~ O~ '70."7
66]
143
273
o
Eaetbc'..:.n:!
To~l
206
201
4n
37:~
Le!t Thru Rqht
167 52
172 75
3)' 127
176
178
162
163
679
64
82
61
66
o 273
153
130
283
e 69
o 71
e 140
540
0,0 12,7
0.0 29,)
To t.e. 1
o
.3B
o
811
966
o
o
o
o HO
o 260
o 223
o 229
o 952
o 222
o 201
o <23
o 1841
0,01
.3,)\
0,01
Left.
Tl:ru
,0
0,
.0
'11.7
Tot 1
219
247
466
67.1
C.O
81.7
Tot!: - -
percent.ages
Rght
);.8
.0
0,0
lB 2
2B 2
5S4
o
o
o
55<
551
1105
:5:
1l~5
518
3,2
322
511
214'
o ~18
o 592
522
o 51'1
o 2145
322
o 522
o {78
o leOO
478
1000
us.
o US.
, OU OC ,0'
,0
e,o
,0
,0
P.06
U/I14/lUUl ll:~l ~~\ ~lD /5b l~/Y
.'HU
~UUIIU19
A::'l Traffic Ca:a
::17Y OF DUB:"X:';
509B Foct~i:ls Blvd. )-302
Roseville.CA 956;3
(91S}'71-870::
Slte C~de J~~~CC~C
S~art Oa~e' D1/13/02
File 1.0. Se~E~-S
page 2
HACIENDA DRIVE
o 144 294 0 693
663
o
----- 0
-----
1356
Inbo',jnd 438
Outbound 1356
1-580 EB ON-OFF RAMPS Total 1794 0
0
144 0
144
0
693
Inbound 966 I:lbound 0
Outbound 144 Cutbound 148 0
0 Total 1:'10 Total 148
0
273 0 148
148
Inbound 811
Outbou:lO 567
0 Tot-al 1378
0 0 663 148 0
294
273
-----
-----
567
JUL-1S-2002 14:17
'316 786 227'3
'37%
P.07
V"'..L,,,"vv,,," J.V.~U r."'t..."
:-!7'Y OF :JL'1!LIN
S:.ar~
T~~e
, JO
.~
Tot.al
4;oopm
, IS
,30
"45
Hcur Total
5 oopm
5 :5
'r:::o':al
::;rand
.. or Tot.al
AP_'lOLD ~C"'-O
Southc-;-_n:!
L~fc
6
2
o
~
II
26
:.1\
Th:-u
o
o
o
o
o
o
o
o
o
o
o
o
o 0'
Rqht
11
12
23
100
4,Z\
~ctl
H
6
8
1)
11
38
16
23
19
App::h \ 5,",
, o! Appr=~ 2G" O~. 79.4\
.::JIJ.U '00 ~o/~
DtlBL!N ELVO,
Westbour.d
:5
:.ef=
C
C
o
TI'\r'J
HI
:)5
2~6
iUU
All Traff~c Data
50~8 Foothills a:vd, 3-302
Rose~jlle.CA. '5678
(916) 771,8700
Northbound
Rqht
ToU
iF2
136
298
:'ett
o
o
o
Rqht
o
o
ToU
o
o
o
o
o
o
o
o
o
o
Ea9tbound
Left
5
9
6
8
6
H
7
11
<4 1174
1,8> .8,n
Thru
148
156
30.
155
140
161
166
6H
111
137
21 B
3.6\ 96,'\ 0,0\
Feak Hou~ Analys~s By Entir~ InteYseet~or. for :~e period: 03:10pm to C5:1Sp~ en 07/20102
St!lrt Peoik Hr Volutnl!!:s
Peak Hour F.c:or Left 'Thru Rght U-Trn
03 , 3Cpn: ,833 ]3 0 31
.8~0 0 573 5
,0 0 0 0
,962 23 5'9 0
~l.:'~~~ 1::"
SO'.lthbol.:.nd
w~stbo,;,r:d
No:-thbound
Eastbound
JUL-22-21202
Str~et Name
A.R:IOLO ~OAD
C,t'SL! ~ 3;'VO,
12:32
29
10
11
15
11
17
o
I)
I)
o
c'
20
30
50
o
il
c
:26
o 1052
:,l.C\- 4) S\-
O,C\ 99,3\
Tllru
o
o
o
l26
:51
:30
129
151
131
127
538
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
~21
514
119
101
222
119
]04
223
o
o
o
o
o
o
1059
o
0.04
o
0,0\
,)\
0.0'
44,)\
,7l
0.04 0,0' 0,0'
916 786 2879
97%
o
1]
o
5
Total
50
591
o
627
:.~ft
26,0
.0
0,0
:;).6
RClht
o
o
o
o
o
o
o
o
o
o
o
o ]218
0.0'
Totl
152
161
313
50.7t
141 008/032
Site Code , 00000000
Start Date; 07/2C/02
File I,D, ARNOt~,S
Page
Total
328
312
640
161
H8
165
172
646
300
310
311
3:0
1231
:15
:41
259
254
278
532
240l
percentages ..
Thru Rght U.Trn
,0 74.0 .0
96.9 ,e 2,1
0.0 0,0 0.0
95.5 0 .7
P.08
A,1NO:"D ROAD
371 0 13 23
0
5
-----
-----
28
Inbound 50
I Outbound 28
Total 78 5
0
610 573
37
573
23
Inbound 622 Inbound 578
Outbound 610 Outbound 6:2 0
599 Total 1232 Total 1190
13
0 599 612
0
Inbound 0 DUBLIN BLVD.
Outbound 0
Tota:' 0
0 0 0 0
0
0
-----
-----
0
V,,~~"VUL ~v.~u r~~ ~~u IOU ~O/~
c:,:,y Cr C;.,~:':N
JUL-22-2ee2 12:03
lUll
liD 009/032
All 7ra~fic Data
5)'8 Foothll:s Blvd. 3.302
Roaev:l:e.CA. 95'78
(9:5~71:-."OO
S~te Cede ; 00000000
Start Date, 07/20/02
F~le :.:;:). ; ARNOU9-S
Page
516 786 2379
9'7%
P.0'3
::TY OF DlllLtll
S::'4r:.
'u:" Time
l,l~
~;
'~:'otal
..: (.Opm
"15
",-'-:: 01 )0
.a'4S
HOll:- Tot.a:'
OOp:m
:S
To:al
ScuthbOU:1d
Jeft T~ru RClht
o 0
o c
o 0
o
o 0
o 0
o c
o 0
o
o
o
c
c
c
G!"ar.d 0':'
. of 70tal ,0\ 0 C\ 0,_\
.A;>prch \
I of Ap~rct 0,0\ C 0\ 0,0\
o
'VU 'O'::f
D:JBLl '" BL.D,
Westbound
Tetl
Q
Left
10
9
18
Thr'J
:60
1<7
iO'"
"IV
All Tr~rrl= Data
:;098 Footlli:l. Blvd, 3,302
Rcaeville.CA. 9S6~8
(9~5~"7J-a"'oo
I~ON 30RSE PARKWAY
Nor~hbound
R'lht
o
Totl
170
155
J25
Left
Thr'J
o
Rqht
7
Tetl
12
Ea.tbour.d
Lef:
20
19
10
13
22
64
o
o
o
o
o
o
o
9
IS
11
12
n
o
o
12
10
9
IS
4!
6
10
16
17
JJ
o
o
o
o
o
o
14
10
24
1)7
1St
130
))5
:;36
o
o
o
o
126
169
141
147
583
<)
o
o
c
o
o 1175
C.O\ 47.7\
4, "
:,0\ 99."
Pesx Hour .~alY5is By Entlre 1nterseccior. for the ?eriod: 03.3~~n to 05:15p~ en 07/20/02
Sta:-: Peak Hr VolulT'!es
Peak Hou::' Factor !..eft. Thru Rght
OL30p'" ,0 0 0 0
.912 42 578 0
,645 20 0 29
.9n 0 607
!:lre:c.lon
Sou t l:.bound
}II~:iot.bound
~or tt.bou:u:1
Ea 5 t bound
S:'reel Na.meo
:lUBLIN BLVD
I~ON HoRSE PARKWAY
, JUL-:22-2022, ,12:214_,
89 1~8'=
3,6\ 43.8\
7,6\ n 4\
23
1:8
1:9
237
:32
:29
c
10
13
23
o
.J
C
:i6!
il 1:69
0,0\
o 63 117
~.O, 2.6'
5~
2.2\
41." t
0, J'
46.2'
~,~\ S3.at
, 516 lB6 287'3...., _ ___
Tot.al
o
;20
49
e09
o
o
o
'i'hru
150
150
300
155
152
157
164
628
lC8
139
24:'
:...e!~
o
6 7
4 C 8
,0
Rqht
o
o
o
,)\
,)\
Totl
150
11'8
47,8'
~OlO/032
Si.t.e Cod.e
Start Dat.e
Flle 1.0.
000:0000
07/20/02
!RODlJB.S
pa.ge
To\:a:
151
332
314
646
~~:.
156
152
157
164
629
301
3)1
311
3)3
1276
109
139
2H
257
235
542
~.E1
Percer.-:age&
Th=" Rqht
0.0 0,0 0.0
93.2 ,0 .0
,0 59, ,0
>9,6 .3 ,0
,___" . _ F . 1121...
IllIOll/032
~:,!y Of OUBL!l\~
All Trat~i: Oa:a
so,s roo~~111s Blvd. )-)OZ
Roseville.CA. 9~678
:916:771-8701J
Sits Code , 00000000
Start Date 07/zo/02
File 1.0. IRO~UB-S
Ptlge: '2
0 0 0 0
0
0
-----
-----
0
Inbound 0
Outbound 0
':'otal 0 0
20
598 578
0
578
0
Inbound 609 Inbound 620
Ou~bound 598 Outbound 636 42
607 Total 1207 Total 1256
0
2 607 636
29
Inbound 4.9 DUBLIN BLVD.
Outbound 44
Total 93
42 20 0 29
0
2
-----
-----
44
IRON HORSE PARKWAY
JUL-22-2002 12:04
916 786 2879
9"%
P.l1
UII~l/~UU~ lU:J~ ~~\ ~lD I~b ~81Y
ern 0: ::UaL1N
Sta.rt
":lTT'!e
,3J
). ~ 3
:-oc.al
C')p",
:!S
4,30
.,45
:io\.:.r 7ctal
001'''
:5
7"c-::a::'
::ran.~
._', -= ~ ,:,ot..a.l
Southbol.:':"Sd
:'e~t T~r"J
o 0
o 0
o 0
o
o
o 0
o
o
o
o
o
o
o
~Pl'r:h ,
'of lIpp==h CO, 0,0' 0,0'
o
o 0\
o
0,0'
Cl ree: ~on
Sou thbcund
W~stbound
JlI.~r thbcund
East.bound
St.reet Nanoe
:llJlll..IN BL;JD,
SCARl.!:7!" :1RiVE
JUL-22-2002
RaM Totl
o
o
o
0,0'
c 0
o
c
o
c
12:;:14
~,"-"B:"IS BL.VD
W~!'t~ur:d
!.ef:
Tllr...
164
~53
lJ9
13
12
24
o
10
5
15
o
52 1318
~n49ct
),5> 95" 0,0'
..uu
All Traffic o.ta
50ge Foothdls al',d. 3,302
Roseville.CA, 95518
.:916: 171- 9'00
Raht
o
o
o
10
183
209
205
741
o
o
o
o
155
153
)]8
o
c
o
o 1430
0,0'
S~ARLETT OR I VE
N'orth~ound
Totl
111
16]
332
"48
;.95
212
210
755
155
168
))3
50,8\
9~6 786 287'3
Left
l'
H
15
Thr\! Raht
o
o 9
o 11
13
9
23
12
5.
3 5
o 5
o 1
o 5
o 25
18
o
o
o
10e
3,8\
o
0.0'
51,1\ ',0' 32,9'
Tot!
25
28
53
9
11
53
1.9t
Eastbound
Let:
2
19
15
21
IS
"
12
11
18
29
161
21 1166
.7\ 4l,5'
5,7\
Thru
161
l~S
316
l45
145
150
lS2
593
113
1..4:
257
~ 012/0,32
S~te Cede OOjOOOOO
Star: Date, 01/20/02
F.]e I,D, DUaSCA,S
Page
Rqht
2
2
14
15
35 1222
1.2>
1. 7\ 95, n 2 ' 9t
Totl
163
162
327
150
152
158
159
519
123
153
276
o,n
To:al
361
351
112
)~7
362
397
387
1453
293
339
539
2813
Tot.al
........... Percen~.geB
o
o
o
o
'37%
o
155
"
6U
Lef:
0,0
3,
68,3
1.9
F~ax Heu: An:1YS1S By E~t~re Inte=~e=tlon fo~ the Period: ~3:]Op~ ~o 05:15pm on 07/2~/02
Start. Peak Hr volumes
~eak Hou= Factor Left ~hru R3ht
04,OOpIO.0 0 0 0
,902 24 HI 0
,131 ~4 0 25
,313 12 593 H
Thr~
0,0
96,
,0
95,7
Rght
0,0
,0
31.5
2.2
0,0
.0
.0
,0
P.12
-- --..- --.-- .4..... .......... ......... ....,,0;,
c: r~' cr DL'ELIN
54
795 741
o
12
InboU::1d
Outbou::1.d
593 Total
14
JLL-22-2202 12:05
619
795
1414
."'\.11.1
A:l ~=.~:~C Ce~a
S?98 Fc:ot!1ill~ alvd, 3' 3C2
o
-----
-----
Ro!ev~lle.CA 93578
(9:'6i171-8-:':);)
o
I nbour.d
Outbour..d
':'0': a 1
Inbou::d
Outbour:d
Total
24
o
14
38
SCARLETT DRIVE
916 726 2879
o
II
o
12
12
79
38
117
54
12
o
o
-----
-----
12
lcZJ013/032
Slte Code , COOOOOOO
Start Date, C7/20102
File': .0. DU9SCA-S
~iLge 2
o
lnbound
Ol,tbound
Total
765
61B
1383
741
24
o
593 618
25
DUBLIN BLVD.
o
25
~17%
F.1J
U~'V~'~VV' V~.~a rn~
crT'! Of ClJB:"l~
:lOt.'GHERTY ROAD
SOU:h~ound
Sta-:t
'!':'1r.e
3: lC
Left :'h:c',; Rq~t
~eo:.
<5
12~ 0
)0'
70t2!
4 OOprr.
15
.;.)0
,,: 45
Hour TC!:ol
120 5
95
o 166 0
o 13:
~12 1]
5, J Cpm
S: 1 S
":"cc.al
103
16.
267
Cr.;:"\c
\ of 'Tooal
.>.""rcn \
t c! Apprcn
le-88
,)t J9.5\
,6' 91.9\
To:l
196
12'5
2
o
16 1111
.6\
40 H
1,4\
"..LU IOU ~Oi:1
."\.lU
TC'tl
1St
o
2
2
18 154J
.7\
56,Ot
1. 2t
1''5
)45
2C6
221
181
202
810
B4
B2
336
tastbo\Jnd
:..~~':.
9
,3'
12. 2~
?eak F.ou= AnalY!lS By tr.:~re :nte~~ec:~on tor :~e ~9rlod: 03.JO~m to 05;1Sp~ on 09/24/02
S:a:-t. ?eak H= \'01 umes
C:reC'':10n Street Na",~ Peak Hoc= :a::~or !.e::t Thrl.J R.;tc. To:.al
Scut:ll>ound OC!)(:KERTY ROAD C4, OOpm ,798 5 512 13 ~ 51C
'1est""'.:n:! Sl:....~LE'TT DRIVl: ,S81 J 6 0 14
Ncr::WOLnd .3:'6 53 '46 11 :J 61e
East;:,ound .714 2 0 Ja :. tC
SEP-03-202~
11: 05
All Traf~Jc :ata
5098 FO'O't~il:s 9:vd, 1,302
Rosev:.lle.CA 9SE18
(g~SI771-!POO
SC1J{LETT O^!\'!:
We::H..bou:1d
t\orthOour.d
:..e!t
L~!~
T!"..ru Rqh t
1:;5 J
182 2
317 S
Thru ~=~~ To~l
o 0
o
o 0
:2
~)
JII
126
131
2C8
158 2
191 4
'45 11
12
1:-'
9
J 2 5
100
21
:1
53
o
l)~
2
6 H
510
105
155
270
119
151
360
o
o
.;
9
24
2
15
8
0,0\ ,J\
10C ~4.Gj
25
,6\
1.E\ =1."
,9%
64,0\
4,0\ 32,0\
6.:\: 9~ 3t
SlE 786 2979
97%
0'
o
o
Thru RQht
o 9
4
o 13
o
o
o
o I.
o 10
3 5
:) 39
2
J
7
64
O,Ot 2,3\
I." !6,5t
Left
,9
57.1
6.5
5.0
19] 002/003
Site C~de Oooo:c~o
File I.D.
pa.ge
Star~ ::a:'e; :)S/2.;/~2
Totl
9
'!~:.!.l
lea
13
9
14
11
6
.0
139'4
9
14
13
21
14
27;)
2."
percent..ge~
'Thru R9~-:
56,6 2,4
.0 42.
32.0 l.3
.0 95,:
325
:13
3~ )
).;7
3 ;9
3<5
3:.
3"':
63<
J"~SCA-S
,0
,0
o
,0
r=.02
._ ._ _.__ ___.._ ..._. _........ ...,.., ~UI;'
'::-;:', Of' DUBLIN
38
SEP-03-2002 11:07
......1 V
A:l T:a!!:c Data
~098 F~cthills a::""d. )-302
Roseville,CA. 9567!
~'16}"'71.lPOO
DOUGEERTY ROAD
13 512 5 2
746
6
Inbound
Outbound
Total
Inbound
Outbound
Tot.al
8 I
512
38
-----
-----
558
516 786 2875
330
754
1284
81C
558
1368
53 746
-----
-----
754
~ 003/003
3i:e C=de : oc::~ooo
Start Da.t.e: 08,':-t!02
Fl:e 1.0. D^~SCA.S
pa3. 2
6
:nbound
Outbound
Total
o
14
16
30
8
5
o 16
1:
SCARLE?T DRIVE:
11
':7%
"'.03
VfJ ",'J ~VV, J."".oJ.L rt'\..'L
C;TY OF' DUBLiN
Sc.art
TIme
30
45
7:)t.::'
... OO:>m
4. IS
. JO
'15
H~ur Total
5, OO?",
5 15
T:>:al
:;rar.d
!lO\JGH!:l':'Y RCA:J
southbound
Let':. ~=\,;
6t 2~C
52 :08
1:6 208
56 112
55 10';
52 128
44 123
207 475
55 118
J9 97
94 215
417 89!
5,6' 12,0'
, oC Totd
Apprch ,
\ of A?p~ch 29.6' 61.6'
Raht
To~l
,:,IJ.U 100 ':O/~
::t."!liLIN ELV':!
We 9 tbour.d
19C
185
375
18~
179
IS6
:87
744
l!?'O
149
))9
~ett.
57
39
96
59
55
66
61
HI
58
53
111
44a 775 377
6 0' 1C., 5,1'
28,0' 48,4\ 23,6\
.'\ IIJ
A:~ ~ra~~:c Cat.a
5098 YCO~hl11. a:vd, J.)02
Rcse~:lle.CA 33679
.: ,:6) 7"7:' o)-:'JJ
Tl':.:-\:.
98
225
Rqht
54
54
108
Nort~,",:::d
2:3
2~3
-!~4:
196
2 :2
2'9
215
922
1;5
15:
H8
:'eC:
165
16Ei
)]:
T'hru
122
1) Ii
258
~qht.
3J
Tot.!
E.Utbol.:lld
320
332
652
Le!t.
25
33
58
20
27
14
2.
85
11
17
28
171
2,)\
Thr'.J
%
105
20:
78
7,
78
93
323
8:
10:
lB2
706 1247
8 5' 16.7\
6,1' 3),2' 58,7'
the Per:cd, 03'3Dpm ~o 05:15pm on 07/13/02
FeAk H: Vclwmes
Facto~ Le~~ Th:-u Rgh:
96l 227 425 83
.'3J 21C 4~1 209 :)
.944 5;5 527 l)2
.96S l'JS 353 616
Pe3k Sour Ar.a:ysi! By En:~~ In:~~3ec~lon !~r
seart.
peak Ho'"%'
03:30pm
OlreCtlon
Southbound
WestCO:Jnd
NorthDo'.Jnd
.Eas tt:O".Jnd
Stree: Name
OJ\JGH!:RTY RO.o.o
DUBLIN BLVD,
JUL-15-20e2
14: 13
26
25
5~
1<
18
10
1<
62
I?
13
30
)43
1.9\
1456
H,5'
9, et
':0:':
n
91
106
95
He
45
56
37
55
B3
lC
37
39
76
oS
159
15CO
21. 5'
515 786 2879
132
132
])a
109
511
120
149
113
117
499
123
1:6
235
:0)
94
197
108: 954 242
1~,5~ 12 8' ),2'
4',5\ 41 9' 10,6'
30
6J
35
H
32
30
131
287
315
283
256
1:41
2D
28
48
246
239
48.
22.,7
30,5'
97%
Total
736
!3~
1;54
107-1
Lefc
30,8
25.3
47,4
9,7
Rc:rht
127
136
253
180
l?3
154
163
670
162
152
311
~008/019
Slte Code CCOOOO~O
Star~ Oat~: C7/:3/:2
?~le !.~ DU9~AW.S
Page
rotl
249
214
522
278
214
246
280
le78
2: 2.
28,5'
To'.: il 1
567
1::4
t>a:
254
2?0
524
875
818
1 =93
7-.5'
Percent.~C!:s
Tt'~ru Rg~ t
57, 11,2
49,S 25.:
42 0 :'0.5
]2,8 57 3
S43
970
9H
938
3'95
F.08
.0
,\)
,0
,0
<':IT':' O~ DUaLIN
595
1089 411
83
105
Inbound
Outbound
353 Total
616
JUL-15-20e2 14:18
All 7r3~'lC Da:a
5098 FCC:~~::S Slvd. 3.302
Rose~:::e.CA_ 9S6~g
\?:6~ "J'71-8:>CC
DO'CGESRTY ::<OAD
83 I 426 227 105
527
209
1074
10B9
2163
I I
I Inbo.'::'nd
I Outbo'...md
To:al
736
84:"
1577
841
~ vv", VJ.~
Slt! ==de OJ)~OOOO
Sca:~ Pate. 01!lJ/O~
Fll. : _, =U8DAc' 5
Pag. 2
209
:: nbou~d
Olltbou~d
Total
830
712
1542
411
210
Inbounc. 1254
Outbounc. 1252
To al 2506
210 595 527
426
616
:252
S15 786 2379
227
353 712
132
DUBLIN BLVD.
132
9';%
~.09
vI' .L" .VV"," .l~'~~ C"t\...~
::JIJ.O lOa ~O/~
CITY OF DUBLIN
CO:JCIlT<:RTY ROA~
SO'.Jthbol.:.nd
Start
"!'\"'.e
AIU
All Tra~flc Data
509B Foo~hll:. Blvd. 3-302
Roseville.CA 9567S
(316i7'1-870t:l
I-SSO WB ON-OF. RAMPS
,10
o 125
Left Tr.r~ RQhtES-C~ To~1
. .;5
iotal
o 155
o 2PJ
4.;O~pm
<I; 15
o 163
o 15i
o 160
o lEJ
o 6n
.,30
'" : 45
HOl.:r Tcc3Il
5,OCP"'-
,15
o IH
o 126
To~al
o 275
,.. 79 268
H :OJ 299
~08 :79 56'
B6 :19 36B
7) :00 332
90 107 357
109 100 369
358 ~26 1426
B4 J11 )4'
75 92 297
163 203 641
We5t~ounc1
North:;:)ound
Left :hr~ RqhtEB.ON ~otl
BB 0 111 0 19"
62 J ::6 0 lfl
150 J 21' 0 367
Lef~ Thru RQh~E3-0N Tot:
o 205 0 205
3 232 0 0 232
4)7 0 0 431
75
229
:17
\ of 70td
ApI'r:h .
\ of Appro
o : 1 i7 629 BOB:l6H 496
0.0 22,0 11 6 14,9\ 9,1
4B,S\
o 0 45 . 23 9 30 7t 39 8
:rJ,n:1
59
50
J Be
lO?
93
o 147
o 159
o 138
o 166
o 613
43
o 91
o 381
61
56
o
o
o
B3
69
152
o 14'
o 125
o 269
o 750
0,0 13,8
0,0 60 2
o 3246
0.0\
22.9\
0,0\
20'
o 207
193
o 166
o 772
o 167
o :76
o )tJ
0, 1552
o 29,6
O.OlC::>.O
o
o
c
o
o
o 2C4
o 2C7
o 193
o 16B
o 772
Ea5l:t)ound
raJ 010/019
SJ~~ Code ; OO~~OCOO
S~art Date. 07/1Ji02
Fil~ [.0 CAS80W-l
P'g~
Left T~ru R~htEB-ON Totl
o 0 COO
o 0 C 0
o 0 e 0
P~ak ~our Analysis By E~tire Intersection ~or t~e Perio~.
Start Peak ~r
Fact-or
C3;JCpm to 05:15pm on 07/13/02
'101une9
Direc:ion
Southbound
Wes~.,unl1
Ncr'.:hbound
Easo;.bound
Street l\.tr:e
:lOUGHTER7Y ROAD
1,580 WB ON,OFF ~~PS
Peak He""
04,00p"
~ SJS~ with peJ:.
t... 'T ~
o ,"02, u;r
56
JUL-15-20e2
E'B-ON
~.,~
14: 18
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Start Date: 02/19/03
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APPENDIX C
LAND USE ASSUMPTIONS AND TRIP GENERATION
TABLE 1: APPROVED PROJECTS IN DUBLIN (As of Janua"Y 1, 2003)
Traffix ITE % Unoccupied Rates Total Trios % Pass.By Net New TriM
Zone Development Name Land Use Code Size' Occupied Size Units AM PM Saturday Dally AM PM Saturday DailY Traffic' AM PM Saturday DailY Status
Tn out In Out In Out In Out In Out In Out In Out In out AM PM Sat In Out In out In Out Tn . (Jut
1 Arlen Ness Light Industrial. 110 39.16 0% 39.16 kst 0.81 0.11 0.12 0.86 0.07 0.07 3.49 3.49 32 4 5 34 3 3 137 137 32 4 5 34 3 3 13.7 137 A
1 Men Ness Retail 3;11 814 4.84 0% 4.84 kst 1.75 1.62 1.11 1.48 2.17 2.01 20.34 20.34 8 8 5 7 11 10 98 98 34 26 8 8 3 5 8 7 81 81 A
2 Armslmnll Garden Center Garden Center 4. 817 6.40 0% 6.40 kst 0.68 0.63 1.94 1.86 5.5 5.5 18.04 18.04 4 4 12 12 35 35 115 115 4 4 12 12 35 35 115 115 A
113 Black Mountain Sinale FamUV Residential 3 210 7 0% 7 d.u. 0.19 0.56 0.65 0.36 0.51 0.43 4.79 4.79 1 4 5 3 4 3 34 34 1 4 5 3 4 3 34 34 A
4 Castle ITrumark Homes). Duolex' 230 60 85% 9 d.u. 0.07 0.37 0.35 0.19 0.25 0.22 2.93 2.93 1 3 3 2 2 2 26 26 " 1 3 3 2 2 2 26 26 A
4 Chacon Dental OffICe :T 720 5.00 0% 5.00 kst 1.94 0.49 0.99 2.67 2.07 1.56 18.07 18.07 10 2 5 13 10 8 90 90 10 2 5 13 10 8 90 90 A
29 DubHn Ranch A 18-Hate Golf Course 430 18 0% 18 hates 1.75 0.47 1.21 1.53 2.25 2.34 17.87 17.87 28 8 20 25 36 38 289 289 28 8 20 25 36 38 289 289 A
42 Dublin Ranch A-l Sinale Fami Residential " 210 110 0% 110 d.u. 0.20 0.59 0.68 0.38 0.53 0.45 5.14 5.14 19 58 67 38 53 45 509 509 19 58 67 38 53 45 509 509 A
43 Dublin Ranch A-2 Sinale Fami Residential · 210 50 0% 50 d.u. 0.22 0.67 0.74 0.41 0.60 0.51 5.48 5.48 10 30 33 19 27 23 247 247 10 30- 33 19 27 23 247 247 A
44 Dublin Ranch A-3 Sinale Fami ReSidential " 210 84 0% 84 d.u. 0.20 0.61 0.70 0.39 0.55 0.47 5.26 5.26 15 46 53 30 42 35 397 397 15 46 53 30 42 35 397 397 A
45 Dublin Ranch A-4 Sinale Fam' Residential" 210 54 0% 54 d.u. 0.22 0.66 0.73 0.41 0.59 0.50 5.45 5.45 11 32 35 20 29 24 265 265 11 32 35 20 29 24 265 265 A
46 Dubrm Ranch A-5 Sinale Fami Residential · 210 62 0% 62 d.u. 0.21 0.64 0.72 0.41 0.57 0.49 5.39 5.39 12 36 40 23 32 27 301 301 12 36 40 23 32 27 301 301 A
47 Dublin Ranch A-6 SillQle Fami v Residential " 210 97 3% 94 d.u. 0.20 0.60 0.69 0.39 0.54 0.46 5.20 5.20 17 51 58 33 46 39 440 440 17 51 58 33 46 39 440 440 A
48 DubHn Ranch A-7 SillQle Fami IV Residential · 210 105 3% 102 d.u. 0.20 0.59 0.68 0.38 0.54 0.46 5.16 5.16 18 54 63 35 49 42 474 474 18 54 63 35 49 42 474 474 A
38 Dublin Ranch G Medium Residential 3 230 1396 0% 1396 d.u. 0.Q1 0.37 0.36 0.18 0.25 0.22 2.93 2.93 88 465 452 226 314 276 3681 3681 88 465 452 226 314 276 3681 3681 A
38 Dublin Ranch G Neiahborhood Park f NA 5.60 0% 5.60 acres 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A
22 Dublin Ranch L-l Sinale FamHV Residential" 210 91 74% 24 d.u. 0.20 0.60 0.69 0.39 0.54 0.46 5.22 5.22 4 13 15 8 12 10 111 111 4 13 15 8 12 10 111 111 A
22 Dublin Ranch L-6 Sinale FamilY Residential" 210 117 27% 86 d.u. 0.20 0.59 0.68 0.38 0.53 0.45 5.12 5.12 15 45 52 29 41 35 396 396 15 45 52 29 41 35 396 :\M .A.
108 Dublin VoIkswaaen DealershiD '.' 841 23.00 0% 23.00 ksf 1 111 (}.M ~.~2 1.52 1.51 1AS ..n ""E' ..n ..,,.. 3i i4 ;':0 ;$\l 35 34 431 431 34 26 37 14 15 28 26 25 358 358 A
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~2 ciile( diu Gien roinie Research and Development Center" 760 6n.76 55% 304.99 kst 0.89 0.18 0.14 0.82 0.13 0.11 3.65 3.65 271 56 44 250 40 34 1113 1113 271 56 44 250 40 34 1113 1113 A
108 Ganucci Auto Body Facility' 840 8.80 0% 8.80 kst 1.91 1.03 1.69 1.69 0.79 0.79 16.9 16.9 17 9 15 15 7 7 149 149 62 56 56 9 1 7 7 3 3 61 61 A
20 GM Auto Man Dealershio > 841 87.57 33% 58.67 kst 1.61 0.60 1.12 1.68 1.51 1.46 18.75 18.75 94 35 66 99 89 86 1100 1100 34 26 94 35 38 71 66 63 913 913 A
20 GM Auto MaD Quick lube & .Bodv ShoD · 840 13.96 0% 13.96 kst 1.91 1.03 1.69 1.69 0.79 0.79 16.9 '16.9 27 14 24 24 11 11 236 236 62 56 56 14 1 11 11 5 5 97 97 A
18 Greenbriar Phase 1 Sinale FamilY Residential" 210 126 11% 112 d.u. 0.19 0.58 0.67 0.38 0.53 0.45 5.09 5.09 22 65 75 42 59 50 570 570 22 65 75 42 59 50 570 570 A
18 Greenbriar Phase 2 Sinale FamilY Residential' 210 46 0% 46 d.u. 0.19 0.56 0.65 0.36 0.51 0.43 4.79 4.79 9 26 30 17 23 20 220 220 9 26 30 17 23 20 220 220 A
1 Palace Aulo DealeishiD > 841 11.33 0% 11.33 kst 1.61 0.60 1.12 1.68 1.51 1.46 18.75 18.75 18 7 13 19 17 17 212 212 34 26 18 7 8 14 13 13 176 176 A
Tassaiara Meadows Phase 1 . Sinole FamW Residential" 210 109 98% 2 d.u. 0.20 0.59 0.68 0.38 0.53 0.45 5.15 5.15 0 1 1 1 1 1 10 10 0 1 1 1 1 1 10 10 A
23 Tassaiara Meadows Phase 2 Sinale FaniiiYResidential" 210 95 46% 51 d.u. 0.20 0.60 0.69 0.39 0.54 0.46 5.20 5.20 10 31 35 20 28 24 265 265 10 31 35 20 28 24 265 265 A
109 Vanev Center RetaH >.11 814 5.00 0% 5.00 kst 1.75 1.62 1.11 1.48 2.17 2.01 20.34 20.34 9 8 6 7 11 10 102 102 34 26 9 8 4 5 8 7 85 85 A
109 Vanev Center OffICe · 710 3.00 0% 3.00 kst 1.37 0.19 0.25 1.24 0.22 0.19 5.51 5.51 4 1 1 4 1 1 17 17 4 1 1 4 1 1 17 17 A
110 Waterford APartments Multi-Family Residential TV 220 390 19% 316 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.32 25 136 133 63 82 82 1049 1049 25 136 133 63 82 82 1049 1049 A
Total Total 836 126& 1392 1157 1150 1032 13084 13084 815 1245 1323 1088 1098 980 12527 12527
Trip Generation - updated 8-22-03
Approved Projects
Page 1
TABLE 2: BUILDOUT PROJECTS IN DUBLIN (As of January 1, 2003) 0
Rates Total Trips % Pass-Sy Net New Trips
Tral'fix ITE AM PM Saturday Daily AM PM Saturdav Daily Tral'fic2 ,AM PM Saturday Dailv Status
Zone Development Name Land Use Code Size · Units In Uut In uut In Uut In uut In uut In Uut In Uut In uut AM PM :;at In Uut In uut In Out In Out
14 15A Corporate Headquarters Building ,. 714 433.50 ksf 1.15 0.09 0.12 1.06 0.22 0.19 3.28 3.28 424 33 44 391 81 70 1209 1209 424 33 44 391 81 70 1209 1209 B
12 16A Corporate Headquarters Building ,. 714 428.50 ksf 1.15 0.09 0.12 1.06 0.22 0.19 3.28 3.28 419 33 44 386 80 69 1195 1195 419 33 44 386 80 69 1195 1195 B
114 Anderson Light Industrial . 110 237.84 ksf 0.81 0.11 0.12 0.86 0.07 0.07 3.49 3.49 193 26 29 205 17 17 830 830 193 26 29 205 17 17 B30 830 B
115 Armv Residential Multi-Family Residenlial 220 114 d.u. 0.08 0.44 0.47 0.23 0.29 0.29 3.59 3.59 10 50 54 27 33 33 409 409 10 50 54 27 33 33 409 409 B
129 Bancor Pak n Save (Twnhm) Townhouse ,. 231 110 d.u. 0.17 0.50 0.47 0.36 0.39 0.33 2.93 2.93 18 54 52 39 43 36 322 322 18 54 52 39 43 36 322 322 P
129 Bancor Pak n Save (Apts) Multi-Family Residenlia'" 220 130 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.32 11 56 54 27 34 34 431 431 11 56 54 27 34 34 431 431 P
129 Bancor Proi 8909 San Ramon Townhouse " 231 55 d.u. 0.17 0.50 0.47 0.36 0.39 0.33 2.93 2.93 9 27 26 20 21 18 161 161 9 27 26 20 21 18 161 161 P
114 Branaugh Light Industrial . 110 90.26 ksf 0.81 0.11 0.12 0.86 0.07 0.07 3.49 3.49 73 10 11 78 6 6 315 315 73 10 11 78 6 6 315 315 B
116 Campbell Light Industrial . 110 89.04 ksf 0.81 0.11 0.12 0.86 0.07 0.07 3.49 3.49 72 10 11 77 6 6 311 311 72 10 11 77 6 6 311 311 B
5 Corrie Site Dealership. 841 33.90 ksf 1.61 0.60 1.12 1.68 1.51 1.46 18.75 18.75 55 20 38 57 51 49 636 636 34 26 55 20 22 41 38 36 528 528 B
117 Croak Single Family Residential" 210 446 d.u. 0.18 0.54 0.59 0.33 0.49 0.42 4.60 4.60 80 241 264 149 219 187 2051 2051 80 241 264 149 219 187 2051 2051 B
118 DiManto Multi-F amily Residential · 220 300 d.u. 0.08 0.43 0.40 0.20 0.24 0.24 3.22 3.22 24 128 121 60 71 71 966 966 24 128 121 60 71 71 966 966 B
120 DiMantp Commercial/ Retail Commercial' 820 841.36 ksf 0.41 0.26 1.46 1.58 2.16 1.99 15.93 15.93 347 222 1229 1332 1815 1675 13406 13406 34 26 347 222 794 897 1361 1221 11127 11127 B
119 DiManto Neighborhood Commercial · 820 78.06 ksf 1.08 0.69 3.28 3.55 4.94 4.56 37.23 37.23 84 54 256 277 386 356 2906 2906 34 26 84 54 165 186 290 260 2412 2412 B
121 Downtown Core S.P. Commercial" 820 164.57 ksf Rates not applicable. Net new trips obtained from specific plan studies. 49 67 242 221 320 296 2747 2747 B
121 Downtown Core S.P. Office " 710 357.82 ksf Rates not applicable. Net new trips obtained from SPecific plan studies. 418 57 77 376 67 57 1675 1675 B
121 Downtown Core S.P. Multi-Family Residential' 220 100 d.u. Rates not applicable. Net new trips obtained from specific plan studies. 6 30 29 14 16 20 232 232 B
50 Dublin Ranch B Commercial · 820 163.35 ksf 0.80 0.51 2.55 2.76 3.82 3.53 28.61 28.61 11B 75 375 406 562 519 4206 4206 34 26 '118 75 242 273 421 378 3491 3491 B
32/50 Dublin Ranch B M1-M8 Single Family Residenlial · 210 958 d.u. 0.18 0.53 0.55 0.31 0.48 0.41 4.33 4.33 153 459 474 266 418 356 3730 3730 153 459 474 266 418 356 3730 3730 B
50 Dublin Ranch BMH Medium-High Residential · 220 172 d.u. 0.08 0.43 0.44 0.21 0.26 0.26 3.39 3.39 13 67 67 33 40 40 524 524 13 67 F.7 ~3 ~a ~~ <~. 524 11
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35 Dublin Ranch C Commercial . 820 375.05 ksf 057 017 1 Q? 2.1J~ 2.~S 2.54 ""'.. "'- 2i.26 i;3 i2,j b4i:1 103 965 891 7177 7177 34 26 193 123 419 473 724 650 5957 5957 B
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35 ,........1:- "___. \,; Office" 710 1301.31 ksf 0.97 0.13 0.20 0.98 0.13 0.11 3.66 3.66 1142 156 235 1149 152 129 4285 4285 1142 156 235 1149 152 129 4285 4285 B
""''''''VIIII "ell 1'-"1
122 Dublin Ranch D Single Family Residenlial 3 210 1 d.u. 0.19 0.55 0.65 0.36 0.51 0.43 4.79 4.79 0 1 1 0 1 0 5 5 0 1 1 0 1 0 5 5 B
Dublin Ranch E Elementary School 520 295 pupils 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B
36/37 Dublin Ranch F Multi-Family Residential 3 230 655 d.u. 0.07 0.37 0.36 0.18 0.25 0.22 2.93 2.93 46 242 236 118 164 144 1919 1919 46 242 236 118 164 144 1919 1919 B
36/37 Dublin Ranch F Public/Semi-Public 1.1. 560 25.48 ksf 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B
34 Dublin Ranch F High School 3.1. 530 800 pupils 0.32 0.14 0.06 0.09 0.09 0.03 0.90 0.90 128 56 24 36 36 12 360 360 128 56 24 36 36 12 360 360 B
26 Dublin Ranch F Middle School 522 1200 pupils 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B
36/37 Dublin Ranch F Single Family Residential" 210 80 d.u. 0.20 0.61 0.70 0.40 0.55 0.47 5.28 5.28 15 44 51 28 40 34 380 380 15 44 51 28 40 34 380 380 P
36/37 Dublin Ranch F Neighborhood Park NA 6.70 acres 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B
38 Dublin Ranch G Public/Semi-Public .'. 560 20.26 ksf 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B
107 Dublin Ranch (Town Center VC) G Commercial ..11 814 230.00 ksf 1.75 1.62 1.11 1.48 2.17 2.01 20.34 20.34 403 373 255 340 499 462 4678 4678 34 26 403 373 154 239 374 337 3883 3883 B
40/41 Dublin Ranch H Commercial' 820 384.44 ksf 0.57 0.36 1.91 2.07 2.83 2.62 21.07 21.07 196 125 660 715 981 905 7292 7292 34 26 196 125 426 481 736 660 6052 6052 B
40/41 Dublin Ranch H Research and Development Center' 760 860.53 ksf 0.86 0.18 0.14 0.79 0.09 0.07 3.50 3.50 668 137 108 611 70 54 2710 2710 668 137 108 611 70 54 2710 2710 B
126 Dublin Ranch West (Wallis) Single Family Residential .. 210 77 d.u. 0.19 0.56 0.65 0.36 0.51 0.43 4.79 4.79 15 43 50 28 39 33 369 369 15 43 50 28 39 33 359 369 Project
126 Dublin Ranch West (Wallis) Single Family Residential 2. 210 579 d.u. 0.19 0.56 0.65 036 0.51 0,43 4.79 . .,n . 'u 324 3i6 208 295 249 2773 2773 110 324 376 208 295 249 2773 2773 Project
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126 Dublin Ranch West ('1Vamsj Multi-Family Residential .. 220 224 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.32 18 96 94 45 58 58 744 744 18 96 94 45 58 58 744 744 Project
126 Dublin Ranch West (Wallis) Mulli-F amily Residential Z. 220 214 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.32 17 92 90 43 56 56 710 710 17 92 90 43 56 56 710 710 Project
4 Dublin Transit Center Apartments 29 220 1500 d.u. 0.08 0.43 0.42 0.2 0.26 0.26 3.32 3.32 90 484 473 225 293 293 3735 3735 90 484 473 225 293 293 3735 3735 B
4 Dublin Transit Center BART Parking Structure 30 NA 1680 parking NA NA NA NA NA NA NA NA 788 116 222 502 91 213 2915 2915 768 116 222 502 91 213 2915 2915 B
4 Dublin Transit Center Corporate Office 31 714 2000 ksf 1.37 0.10 0.15 1.24 0.22 0.22 3.86 3.86 2329 170 255 2108 374 374 6562 6562 2329 170 255 2108 374 374 6562 6562 B
4 Dublin Transit Center Speciality Retail 32 814 70 ksf 0 0 1.11 1.48 1.63 1.86 20.34 20.34 0 0 78 104 114 130 1424 1424 34 26 0 0 47 73 82 98 1182 1182 B
114 EBJ Partners Light Industrial . 110 9.76 ksf 0.81 0.11 0.12 0.86 0.07 0.07 3.49 3.49 8 1 1 8 1 1 34 34 B 1 1 8 1 1 34 34 P
114 EDPO Single F amity Residential' 210 304 d.u. 0.18 0.55 0.62 0.35 0.50 0.42 4.74 4.74 56 167 187 105 151 129 1442 1442 56 167 187 105 151 129 1442 1442 B
1001 Fairway BH1-H2 Senior Apartment 2S 253 320 d.u. 0.12 0.26 0.28 0.16 0.15 0.15 1.74 1.74 38 83 90 51 48 48 557 557 38 83 90 51 48 48 557 557 P
1002 Fairway B H1-H2 Family Apartment2S 220 304 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.32 24 131 128 61 79 79 1008 1008 24 131 128 61 79 79 1008 1008 P
1003 Fairway B H1.H2 Condo 2S 220 304 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.32 24 131 128 61 79 79 1008 1008 24 131 128 61 79 79 1008 1008 P
124 Fallon Enterprises Single Family Residential. 210 633 d.u. 0.18 0.54 0.57 0.32 0.49 0.42 4.47 4.47 113 339 362 204 309 263 2831 2831 113 339 362 204 309 263 2831 2831 P
114 Fallon Road Gasoline/Service Station w/ Market 3.12 845 12 f.p. 5.03 5.03 6.69 6.69 9.25 9.25 81.39 81.39 60 60 80 80 111 111 977 977 62 56 56 23 23 35 35 49 49 401 401 B
20 GM Auto Mall B Dealership 3 841 19.37 ksf 1.61 0.60 1.12 1.68 1.51 1.46 18.75 18.75 31 12 22 33 29 28 363 363 34 26 31 12 13 24 22 21 301 301 B
125 Govemment Center Office &.20 714 879.77 ksf 1.23 0.09 0.13 1.03 0.21 0.18 3.71 3.71 1081 81 112 906 182 155 3265 3265 1061 81 112 906 182 155 3265 3265 B
18 Greenbriar Phase 3 Single Family Residential. 210 107 d.u. 0.20 0.59 0.68 0.38 0.53 0.46 5.16 5.16 21 63 73 41 57 49 552 552 21 63 73 41 57 49 552 552 p
18 Greenbriar Phase 4 Single Family Residential' 210 165 d.u. 0.19 0.57 0.65 0.37 0.51 0.44 4.98 4.98 31 94 108 61 85 72 822 822 31 94 108 61 85 72 822 822 B
18 GVlli Single Family Residential 3 210 10 d.u. 0.19 0.56 065 0.36 0.51 0.43 4.79 4.79 2 6 7 4 5 4 48 48 2 6 7 4 5 4 48 48 B
132 Herrera "Frederich" Multi-Family Residential · 220 68 d.u. 0.09 0.46 0,55 0.27 0.35 0.35 3.98 3.98 6 31 37 18 24 24 271 271 6 31 37 18 24 24 271 271 B
132 Herrera "Frederich" Commercial 3.11 814 58.81 ksf 1.75 1.62 1.11 1.48 2.17 201 20.34 20.34 103 95 65 87 128 118 1196 1196 34 26 103 95 39 61 96 86 993 993 B
Trip Generation - updated 8-22-03
Pending+Buildout
Page 1
TABLE 2: BUILDOUT PROJECTS IN DUBLIN (As of January 1, 2003)
Rates Total Trips % Pass-By Net New Trips
Traffix ITE AM PM Saturday DailY AM PM Saturday Dally Traffic2 AM PM Saturday Daily Status
Zone Development Name Land Use Code Size' Units In uut In uut In uut In uut In uut In uut In uut . In Out AM iPM :;at In Out In Out In uut In uut
124 Jordan Single Family Residential · 210 353 d.u. 0.18 0.55 0.61 0.34 0.50 0.42 4.69 4.69 64 192 214 120 175 149 1654 1654 64 192 214 120 175 149 1654 1654 B
127 Jordan Multi-Family Residential · 220 658 d.u. 0.08 0.42 0.38 0.19 0.22 0.22 3.10 3.10 53 277 251 124 145 145 2039 2039 53 277 251 124 145 145 2039 2039 B
127 Jordan "First Am. Title" Commercial" 820 134.60 ksf 0.86 0.55 2.72 2.95 4.09 3.77 30.65 30.65 116 74 367 397 550 508 4126 4126 34 26 116 74 237 267 412 370 3425 3425 B
15 KolI Dublin Corp Center Ph. 2 Office" 710 179.85 ksf 1.46 0.20 0.27 1.30 0.18 0.16 5.79 5.79 262 36 48 233 33 28 1041 1041 262 36 48 233 33 28 1041 1041 B
17 KolI Retail Commercial.' " 814 60.00 ksf 1.75 1.62 1.11 1.48 2.17 2.01 20.34 20.34 105 97 67 89 130 121 1220 1220 34 26 105 97 40 62 97 88 1013 1013 B
21 Marriott Hotel Site Retail"" 814 53 ksf 1.75 1.62 1.11 1.48 2.17 2.01 20.34 20.34 93 86 59 78 115 107 1078 1078 34 26 93 86 36 55 86 78 895 895 B
128 Mission Peak Multi-Family Residential' 220 22 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.32 2 9 9 4 6 6 73 73 2 9 9 4 6 6 73 73 B
128 Mission Peak Single Family Residential · 210 97 d.u. 0.20 0.60 0.69 0.39 0.54 0.46 5.20 5.20 19 58 67 38 52 45 504 504 19 58 67 38 52 45 504 504 B
128 Mission Peak Retail"" 814 16.99 ksf 1.75 1.62 1.11 1.48 2:17 2.01 20.34 20.34 30 28 19 25 37 34 346 346 34 26 30 28 12 18 28 25 287 287 B
128 Moller Single Family Residential" 210 269 d.u. 0.18 0.55 0.62 0.35 0.50 0.43 4.79 4.79 49 148 168 94 135 115 1288 1288 49 148 168 94 135 115 1288 1288 B
132 Moura "Tipper" Multi-Family Residential · 220 82 d.u. 0.09 0.45 0.52 0.25 0.32 0.32 3.81 3.81 7 37 42 21 26 26 313 313 7 37 42 21 26 26 313 313 B
11 Neilsen Single Family ReSidential · 210 1 d.u. 0.19 0.56 0.65 0.36 0.51 0.43 4.79 4.79 0 1 1 0 1 0 5 5 0 1 1 0 1 0 5 5 B
121 PO 98-049 Vacant Mobile Gas Retail"" 814 16.36 ksf 1.75 1.62 1.11 1.48 2.17 2.01 20.34 20.34 29 26 18 24 35 33 333 333 34 26 29 26 11 17 26 24 276 276 B
124 Pinn (Silveria Ranch) Single Family Residential 22 210 50 d.u. 0.19 0.56 0.65 0.36 0.51 0.43 4.79 4.79 9 28 32 18 26 22 239 239 9 28 32 18 26 22 239 239 B
11 Pinn (Silveria, Haight) Townhouse 3 230 209 d.u. 0.07 0.37 0.36 0.18 0.25 0.22 2.93 2.93 15 77 75 38 52 46 612 612 15 77 75 38 52 46 612 612 B
114 Pleasanton Ranch Investments light Industrial . 110 2.44 ksf 0.81 0.11 0.12 0.86 0.07 0.07 3.49 3.49 2 0 0 2 0 0 9 9 2 0 0 2 0 0 9 9 B
25 Quarry Lane School K-12 .,211 521 750 pupils 0.55 0.37 0.08 0.12 0.09 0.03 0.90 0.90 413 278 60 90 68 23 675 675 413 278 60 90 68 23 675 675 P
102 Raley "Kobold" MUlti-Family Residential 3 220 20 d.u. 0.08 0.43 0.42 0.20 0.26 0.26 3.32 3.32 2 9 8 4 5 5 66 66 2 9 8 4 5 5 66 66 B
128 Redgewick Single Family Residential · 210 68 d.u. 0.21 0.63 0.71 0.40 0.57 0.48 5.35 5.35 14 43 49 27 39 33 364 364 14 43 49 27 39 33 364 :\1\4 !:'
114 Righetti light Industrial 3 110 1914"l k.f tJ.8~ 0.1 ~ C.~2 D,ee ""., v.v, 3.';; 3.49 i55 2i 2~ lb:> 13 13 668 668 155 21 23 165 13 13 668 668 B
\,I.V,
113 Schaefer Ranch Single Family Residential" 210 466 d.u. 0.18 0.54 0.59 0.33 0.49 0.42 4.58 4.58 84 252 275 155 229 195 2136 2136 84 252 275 155 229 195 2136 2136 B
113 Schaefer Ranch Retail'" 814 26.00 ksf 1.75 1.62 1.11 1.48 2.17 2.01 20.34 20.34 46 42 29 38 56 52 529 529 34 26 46 42 18 27 42 38 439 439 B
121 See's Vacant Lot Retail,.ll 814 15.00 ksf 1.75 1.62 1.11 1.48 2.17 2.01 20.34 20.34 26 24 17 22 33 30 305 305 34 26 26 24 10 15 25 22 253 253 B
121 Senior Center Multi-Family Residential · 220 50 d.u. 0.09 0.47 0.61 0.30 0.40 0.40 4.34 4.34 4 24 31 15 20 20 217 217 4 24 31 15 20 20 217 217 P
109 Shamrock Marketplace Retail.' 820 25.85 ksf 0.63 0.40 2.97 3.21 2.58 2.39 21.46 21.46 16 10 98 150 67 62 555 555 34 26 16 10 56 108 67 62 461 461 P
114 TMI Chen Multi-Family Residential · 220 132 d.u. 0.08 0.44 0.46 0.23 0.28 0.28 3.51 3.51 11 58 60 30 37 37 463 463 11 58 60 30 37 37 463 463 B
114 TMI Chen Commercial · 820 446.49 ksf 0.53 0.34 1.81 1.96 2.69 2.48 19.98 19.98 238 152 809 877 1201 1109 8920 8920 34 26 238 152 522 590 901 809 7404 7404 B
114 TMI Chen Light Industrial 3 110 219.54 ksf 0.81 0.11 0.12 0.86 0.07 0.07 3.49 3.49 178 24 26 189 15 15 766 766 178 24 26 189 15 15 766 766 B
129 Valley Christian Center Jr.lSr. High School, Administration 3.., 530 200 pupils 0.32 0.14 0.06 0.09 0.09 0.03 0.90 0.90 64 28 12 18 18 6 180 180 64 28 12 18 18 6 180 180 P
129 Valley Christian Center Senior Center, Counseling (Church) ...7 560 30.00 ksf 0.39 0.33 0.36 0.30 2.41 0.85 4.56 4.56 12 10 11 9 72 26 137 137 12 10 11 9 72 26 137 137 P
129 Valley Christian Center Staff Expansion .. NA 10.00 emp. NA NA NA NA NA NA NA NA 10 0 0 10 0 0 10 10 10 0 0 10 0 0 10 10 P
132 Vargas Single Family Residential' 210 14 d.u. 0.19 0.56 0.65 0.36 0.51 0.43 4.79 4.79 3 8 9 5 7 6 67 67 3 8 9 5 7 6 67 67 P
132 Vargas Condominium · 230 72 d.u. 0.09 0.46 0.44 0.21 0.47 0.40 3.42 3.42 7 33 31 15 34 29 246 246 7 33 31 15 34 29 246 246 P
5 West Dublin BART S.P. Multi-Family Residential" 220 491 d.u. Rates not applicable. Net new trips obtained .from specific plan studies. 28 147 143 70 89 90 1139 1139 !:'
5 West Dublin BART S.P. Commercial" 820 705.89 ksf Rates net appHcable. Net new trips obtained irom specific plan studies. 238 171 867 901 1243 1110 10418 10418 B
5 West Dublin BART S.P. Hotel" 310 240 rooms Rates not applicable. Net new trips obtained from specific plan studies. 41 26 39 34 49 40 494 494 B
5 West Dublin BART S.P. Office ' 710 505.50 ksf Rates not applicable. Net new trips obtained from specific plan studies. 590 80 110 531 97 80 2365 2365 B
5 West Dublin BART S.P. BART ., NA 713.00 spaces Rates not applicable. Net new trips obtained from .5Ilecific plan studies. 354 92 85 296 35 81 1107 1107 B
E Total Pending 970 1875 1785 1134 1445 1209 13873 13873 g
liT otal Buildout Total Buildout 12714 6389 9306 15054 11314 10362 122615 122615
IlGrand Total Total 13684 8264 11091 16188 12759 11571 136488 136488
Trip Generation - updated 8-22-03
Pending+Buildout
Page 2
8/22/2003
IKEA Shopping Center Trips
Rates Total Trips % Pass-By Net New Trips
AM2 PM2 Saturday 3 Daily AM2 PM2 Saturday 3 Daily Traffic 1 AM2 PM 2 Saturday 3 Daily
Location Land Use Code Size Units In Out In Out In Out Total In Out In Out In Out Total AM PM Sat In Out In Out In Out Total
IKEA NA 1 Location 22 24 200 224 733 795 5518 22 24 200 224 733 795 5518 34 22 24 128 152 733 795 5518
South of Digital Dr between Arnold High Turn-Over Restaurants 4 832 25.856 ksf 4.82 4.45 6.52 4.34 12.60 7.40 130.34 125 115 169 112 326 191 3370 43 1;4f' 125 115 109 52 215 80 3370
Rd and Hacienda Dr Shopping Center 5 , ".~
820 1 09.359 ksf 0.94 0.60 2.92 3.17 4.40 4.06 66.02 103 66 320 346 481 444 7220 34 26 103 66 207 233 361 324 7220
Total 250 205 689 682 1540 1430 16108 260 205 444 437 1309 1199 16108
Notes:
Pass-by traffic percentages obtained from the Institute of Transportation Engineers (ITE) Trip Generation Handbook, October 1998. Shaded values are
assumed same as weekday PM peak. PM peak hour pass-by traffic assigned to IKEA represents shopping center passby characteristics.
2 AM and PM peak hour trip generation for IKEA store are based on 75% of Emeryville IKEA store per conversation with Ray Kuzbari, City of Dublin 2/27/03.
3 IKEA trips for Saturday are based on the average peak hour (2:30 -3:30 PM) volume for the IKEA Store in Woodbridge, Washington (see Email from Ray
Kuzbari, City of Dublin, January 3, 2003).
4 Trip rates based on average rate from the ITE Trip Generation, 6th Edition, according to the guiding principles stated in the Trip Generation Handbook,
October 1998.
5 Trip rates based on regression equation (and not average value) from the ITE Trip Generation, 6th Edition, according to the guiding principles stated in the
Trip Generation Handbook, October 1998.
Trip Generation - updated 8-22-03
IKEA
Footnotes for Table 1 and Table 2
1 All land use sizes are based on information provided by the City or extracted fr:lm previous project reports as
directed by the City.
2 Pass-by traffic percentages obtained from the Institute of Transportation Engineers (ITE) Trip Generation
Handbook, October 1998. Shaded values are assumed same as weekday PM peak.
3 Trip rates are average rates from thEl ITE Trip Generation, 6th Edition, according to the guiding principles stated
in the Trip Generation Handbook, October 1998.
4 AM, PM, and daily trip rates are based on Final Report Transportation and Pa,king Impacts for the Proposed
Armstrong Garden Center, City of Dublin, June 21, 2002. Saturday trip rates me averages rates from the ITE
Trip Generation, 6th Edition, according to the guiding principles stated in the 1 rip Generation Handbook, October
1998.
5
AM, PM, and daily trip rates are based on Final A Traffic Study for the Proposud Trumark Homes Development in
the City of Dublin, December 15, 1999. Saturday trip rates are average rates Irom the ITE Trip Generation, 6th
Edition, according to the guiding principles slaled in the Trip Generation Handl)ook, October 1998.
6 Trip rates for developments based on regression equation from the ITE Trip Generation, 6th Edition, according to
the guiding principles stated in the Trip Generation Handbook, October 1998.
7 Land uses that will not generate ext'!rnal trips. All trips will be internal to the development.
8 AM, PM, and daily trip rates are based on Consultant's Report on the Transportation Impacts for the Proposed
Dublin Volkswagen Auto Dealership, City of Dublin, December 1999. Saturday trip rates are averages rates from
the ITE Trip Generation, 6th Editiol'l, according to the guiding principles stateel in the Trip Generation Handbook,
October 1998.
9
AM and PM trip rates are averages rates from the ITE Trip Generation, 6th Edition, according to the guiding
principles stated in the Trip Generation Handbook, October 1998. Assumed PM rates are 10% of daily rates and
used ratio of weekday rate to Satunlay rate and applied to PM rate to get Saturday peak hour rate.
10 AM, PM, and daily trip rates are based on Final A Traffic Study for the Proposed Emerald Glen Village Apartments
Development in the City of Dublin, March 20, 2000. Saturday trip rates are a',erages rates from the ITE Trip
Generation, 6th Edition, according to the guiding principles stated in the Trip Generation Handbook, October
1998.
11
For Specialty Retail (use 814), AM trip rates were based on the ratio of AM to PM peak hour of generator,
multiplied by the PM rate. Saturday peak rates for use 814 was based on the ratio of Saturday peak hour of
generator to Saturday for Shopping Center (use 820), multiplied by Saturday rate for use 814.
12 There is no trip Generation for Saturday from land use 845 thus, this is based on 846 which had similar AM and
PM peak hour trip generation rates
13 AM, PM and daily trip rates were based on Draft Focused Traffic Analysis for the Proposed Dublin Village
Development, May 30, 2003. Saturday trip rates for Townhouse (use 231) were based on the ratio of Saturday
peak to PM peak for use 230, multiplied by the PM peak rate for use 231. For Apartment (use 220), average
Saturday trip rates were used.
Footnotes
Trio Generation - updated 8-22-03
Footnotes for Table 1 and Table 2
14 AM, PM and daily trip rates were based on Final Focused Traffic Analysis for the Proposed San Ramon Village
Plaza Development, June 10, 2003. Saturday trip rates for Townhouse (use 231) were based on the ratio of
Saturday peak to PM peak for use 230, multiplied by the PM peak rate for use 231.
15 Blank
16 AM, PM, and daily trip rates are based on Focused Traffic Circulation Analysis for the Proposed Cisco Systems
Projects, City of Dublin, May 21, 2001. Saturday trip rates are average rates for General Office Building (use
710) from the ITE Trip Generation, 6th Edition, according to the guiding principles stated in the Trip Generation
Handbook, October 1998.
17
Net new trips for AM, PM, and daily based on Consultant's Report on the Transportation Impact for the Proposed
ViI/age Parkway, Downtown Core, and West BART Station Specific Plans, City of Dublin. Net new trips were
adjusted proportionately in some cases to reflect current projections. Assumed 15% reduction in office trips due
to proximity to the West Dublin BART station. Also assumed 34% pass-by trips for commercial during the PM
peak. Used ratio of Saturday rates to PM rates from ITE Trip Generation and applied to PM net new trips to
determine Saturday net new trips.
18 Public/semi public area is assumed to be a church based on information provided by the City. The floorlarea ratio
assumed is 0.15 based on survey of a few churches in Fremont, CA.
19 Only 50% of high school trips will be external trips, the rest will be internal to the development.
20
ITE Trip Generation for Corporate Headquarters Building (714) was used for rates because government office
building (730) only has one observation and corporate headquarters building is a single tenant office building
similar to government office building. Saturday trip rates were based on the ratio of PM average rate for corporate
headquarters building to PM average rate for general office building, multiplied by the Saturday peak rate for
general office building.
21 PM trip rate is based on Consultant's Report on the Transportation and Parking Impacts for the Proposed
Shamrock Marketplace Shopping CenterExpansion, September 8,2000. AM, Saturday, and daily trip rates
based on ITE Trip Generation 6th ed,
22
AM, PM, and daily trip rates are based on Final A Traffic Study for the Proposed Residential Development on
Silveria Property on Tassajara Road, City of Dublin, October 25, 2000. Saturday trip rates are average rates.
23
BART traffic based on Table 4.5-5 Dublin Trip Generation - Proposed Project from Draft Supplemental
Environmental Impact Report for the West Dublin/Pleasanton BART Station and Transit Village Project,
November 2000. Saturday peak hour trips were determined from the ratio between daily weekday BART trips and
Saturday BART trips (42% obtained from BART system wide ridership data). Saturday peak hour trips were
calculated by using the same ratio as weekday PM peak hourlDaily trips (12.4%). In and out trips were
determined by using the same split as the weekday PM peak hour (30% in and 70% out).
24
Trip generation based on Supplemental Traffic Circulation Analysis for the Proposed Commerce One Project, City
of Dublin, December 22,2000. Saturday rate based on ITE trip generation for Corporate Headquarter (714).
Trips are not shown because IKEA project will replace this development.
Footnotes
Trip Generation - updated 8-22-03
Footnotes for Table 1 and Table 2
25 Trip rates based on proposed trip generation provided by T JKM June 7, 2003, as part of Final Traffic Study for the
Proposed Fairway Ranch Development in the City of Dublin, April 15, 2003. Daily and Saturday peak trip rates
are average rates from the ITE Trip Generation, 6th Edition, according to the ;Juiding principles stated in the Trip
Generation Handbook, October 1998.
26 Saturday and weekday trip generation rates based on High School land use (!i30).
27 Trip rates based on assumptions in Traffic Impact Study for Dublin Valley Chr;stian Center Proposed Expansion,
May 2001.
28 Trip rates based on proposed trip generation provided by T JKM June 7, 2003, as part of Draft Traffic Study for the
Proposed Dublin Ranch West Development in the City of Dublin, May 5, 200:3. Daily and Saturday peak trip rates
are average rates from the ITE Trip Generation, 6th Edition, according to the :luiding principles stated in the Trip
Generation Handbook, October 19!~8.
29
25% reduction in trips due to proximity to the East Dublin BART Station, City of Dublin Consultant's Report:
Transportation Impacts For the Proposed Dublin Transit Center, April 27, 2001.
30
Trips for the planned BART parking structure are based on peak period count:> conducted at the East Dublin
BART Station, City of Dublin Consultant's Report: Transportation Impacts For the Proposed Dublin Transit
Center, April 27, 2001. Saturday total trips were detennined from the ratio between daily weekday BART trips
and Saturday BART trips (42 percent based on the BART system-wide avera~le for fiscal year 2001). Saturday
peak hour trips were calculated by using the same ratio as weekday PM peak hourlDaily trips (12.4%). In and out
trips were detennined by using the same split as the weekday PM peak hour (30% in and 70% out).
31 15% reduction in trips to account for residential/employment interaction and ir,creased use of transit due to
proximity to the East Dublin BART Station, City of Dublin Consultanfs Report Transportation Impacts For the
Proposed Dublin Transit Center, April 27, 2001.
32 Specialty retail rates obtained from City of Dublin Consultant's Report: Transportation Impacts For the Proposed
Dublin Transit Center, April 27, 2001 .
Footnotes
Trio Generation - undated 8-22-03
Pleasanton and Dougherty Valley Land Use Assumptions
IBuildout Traffic Estimates I
Trips
AM PM Saturday Daily
Land Use Size Units Tn out In Out In Out Total
Hospital 178 beds 126 47 39 124 136 70 2987
Medical Clinic 279 ksf 543 136 276 747 578 436 10096
MF Units 254 d.u. 18 94 91 46 64 56 1488
Office 1165 ksf 1600 218 295 1441 258 220 12831
Light Industrial 1662 ksf 1213 266 316 1213 116 116 11565
Retirement Home 150 d.u. 11 20 22 12 17 16 876
Retail 1100 ksf 691 442 1974 2139 2842 2842 47200
SF Units 537 d.u. 102 301 349 193 274 231 5139
IIWarehouse 1040 ksf 384 84 127 403 80 45 5160
Dougherty 1 5700 d.u. 141 415 482 267 378 319 7100
Dougherty 1700 d.u. 18 95 93 44 57 57 1470
Total 4178 1935 3750 5759 4085 3902 92831
IBaseline Traffic Estimates I
Trips
AM PM Saturday Daily
Land Use Size Units In Out In Out In Out Total
Medical Clinic 29 ksf 56 14 29 77 60 45 1048
MF Units 164 d.u. 11 61 59 30 41 36 961
Office 1162 ksf 1595 218 294 1437 257 219 1279
Retirement Home 150 d.u. 11 20 22 12 17 16 87
Retail 114 ksf 72 46 205 222 295 295 490
SF Units 143 ksf 27 80 93 51 73 61 136
Warehouse 250 ksf 92 20 31 97 19 11 1240
Dougherty , 1900 d.u. 47 138 161 89 126 106 2367
Dougherty' 567 d.u. 6 32 31 15 19 19 490
Total 1918 629 924 2030 907 809 2600
1 According to the Dougherty Valley General Plan, Specific Plan, and Related Technical Appendices. June 1992. only 13
percent of the Dougherty Valley traffic will travel through Eastern Dublin area via Tassajara Road and Dougherty Road.
therefore only those trips are reflected in the trip generation table. Trip rates for developments based on average rates from
the ITE Trip Generation, 6th Edition.
Pleasanton-Dougherty
Trip Generation - updated 8-22-03
APPENDIX D
BASELINE CONDITIONS
LOS CALCULATION WORKSHEETS
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APPENDIX E
BASELINE PLUS PROJECT CONDITIONS
LOS CALCULATION WORKSHEETS
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MITIG8 - App + Proj. AM
Fri Jun 27, 2003 18:24:31
Page 1-1
--------------------------------------------------------------------------------
Baseline Plus IKEA Center AM
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Future Volume Alternative)
.*.****...********.*************************************************************
Intersection #692 Arnold Road/IKEA Minor Driveway #2 [BASELINE]
********************************************************************************
Cycle (sec):
Loss Time (sec):
Optimal Cycle:
100
o (Y+R =
o
Critical Vol./Cap. (X):
4 sec) Average Delay (sec/veh):
Level Of Service:
0.042
6.9
A
********************************************************************************
,
,
North Bound South Bound East Bound West Bound
L T R L T R L T R L T R
------------1---------------1 1---------------1 1---------------1 1---------------1
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
------------1---------------11---------------11---------------11---------------1
Volume Module:
Base Vol: 0 0 0 36 0 0 0 0 0 0 0 38
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 36 0 0 0 0 0 0 0 38
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 36 0 0 0 0 0 0 0 38
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 36 0 0 0 0 0 0 0 38
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 36 0 0 0 0 0 0 0 38
peE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Vol. : 0 0 0 36 0 0 0 0 0 0 0 38
------------1---------------1 1---------------1 1---------------11---------------1
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00
Final Sat.: 0 0 0 858 0 0 0 0 0 0 0 1057
------------1---------------1 1---------------1 1---------------1 1---------------1
Capacity Analysis Module:
Vol/Sat: xxxx xxxx xxxx 0.04 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.04
Crit Moves:
Delay/Veh:
Delay Adj:
AdjDel/Veh:
LOS by Move:
ApproachDel:
Delay Adj:
ApprAdjDel:
LOS by Appr:
o
Approach:
Movement:
****
****
*
*
*
*
6.5
1. 00
6.5
A
0.0 0.0
1.00 1.00
0.0 0.0
0.0
1.00
0.0
7.3
1.00
7.3
A
0.0
1.00
0.0
0.0
1. 00
0.0
0.0 0.0
1.00 1.00
0.0 0.0
0.0
1. 00
0.0
0.0 0.0
1.00 1.00
0.0 0.0
*
*
*
*
*
*
*
6.5
1.00
6.5
A
*
7.3
1.00
7.3
A
x:xxxxx
xxxxx
x:xxxxx
x:xxxxx
xxxxx
xxxxxx
********************************************************************************
Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to FEHR & PEERS. LAFAYETTE
MITIG8 - App + Proj. PM
Fri Jun 27. 2003 18:24:56
Page 1-1
--------------------------------------------------------------------------------
Baseline Plus IKEA Center PM
--------------------------------------------------------------------------------
****~***************************************************************************
Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Future Volume Alternative)
Intersection #692 Arnold Road/IKEA Minor Driveway #2 [BASELINE]
********************************************************************************
Cycle (sec):
Loss Time (sec):
Optimal Cycle:
100
o (Y+R =
o
Cri tical Vol. /Cap. (X):
4 sec) Average Delay (sec/veh):
Level Of Service:
0.159
7.6
A
********************************************************************************
.
Approach:
Movement:
North Bound South Bound East Bound West Bound
L T R L T R L T R L T R
------------1---------------11---------------11---------------11---------------1
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
------------1---------------11---------------11------------ ---11---------------1
Volume Module:
Base Vol: 0 0 0 129 0 0 0 0 0 0 0 138
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 129 0 0 0 0 0 0 0 138
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 129 0 0 0 0 0 0 0 138
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 129 0 0 0 0 0 0 0 138
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 129 0 0 0 0 0 0 0 138
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 J .00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 J .00 1.00 1.00 1.00
Final Vol.: 0 0 0 129 0 0 0 0 0 0 0 138
------------1---------------1 ! ---------------11------------.---11---------------1
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 J..OO 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00
Final Sat.: 0 0 0 809 0 0 0 0 0 0 0 978
------------1---------------1 1---------------1 1------------.---1 1---------------1
Capacity Analysis Module:
Vol/Sa t : xxxx xxxx xxxx 0 . 16 xxxx xxxx xxxx xxxx ):xxx xxxx xxxx 0 .14
Crit Moves:
Delay/Veh:
Delay Adj:
AdjDel/Veh:
LOS by Move:
ApproachDel:
Delay Adj:
ApprAdjDe1:
LOS by Appr:
o
****
****
*
*
*
*
*
7.2
1.00
7.2
A
0.0 0.0
1.00 1.00
0.0 0.0
0.0
1.00
0.0
8.1
1.00
8.1
A
0.0
1.00
0.0
0.0
1.00
0.0
0.0 0.0
1.00 1.00
0.0 0.0
0.0
:..00
0.0
0.0 0.0
1.00 1.00
0.0 0.0
*
*
*
*
*
*
7.2
1.00
7.2
A
*
8.1
1.00
8.1
A
xxxxxx
xxxxx
xxxxxx
xxxxxx
xxxxx
xxxxxx
*******..*************************************************'r*********************
Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to FEID~ & PEERS, LAFAYETTE
MITIG8 - App + Proj. Sat
Fri Jun 27, 2003 18:25:25
Page 1-1
Baseline Plus IKEA Center SATURDAY
Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Future Volume Alternative)
********************************************************************************
Intersection #692 Arnold Road/IKEA Minor Driveway #2 [BASELINE]
********************************************************************************
Cycle (see):
Loss Time (see):
Optimal Cycle:
100
o (Y+R =
o
Critical Vol. /Cap. (X):
4 see) Average Delay (sec/veh):
Level Of Service:
0.499
10.9
B
********************************************************************************
Approach: North Bound South Bound East Bound West Bound
Movement: L T R L T R L T R L T R
------------1---------------1 1---------------1 1---------------1 1---------------1
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1
------------1---------------11----------:-----11---------------11---------------1
Volume Module:
Base Vol: 0 0 0 368 0 0 0 0 0 0 0 305
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 368 0 0 0 0 0 0 0 305
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 368 0 0 0 0 0 0 0 305
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 368 0 0 0 0 0 0 0 305
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 368 0 0 0 0 0 0 0 305
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Vol.: 0 0 0 368 0 0 0 0 0 0 0 305
------------1---------------1 1---------------1 1---------------1 1---------------1
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00
Final Sat.: 0 0 0 738 0 0 0 0 0 0 0 820
------------1---------------1 1---------------1 1---------------1 1---------------1
Capacity Analysis Module:
Vol/Sat: xxxx xxxx xxxx 0.50 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.37
Crit Moves:
Delay/Veh:
Delay Adj:
AdjDel/Veh:
LOS by Move:
ApproachDel:
Delay Adj:
ApprAdjDel:
LOS by Appr:
o
****
****
0.0 0.0
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xxxxxx
xxxxx
xxxxxx
xxxxxx
xxxxx
xxxxxx
********************************************************************************
Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to FEHR & PEERS, LAFAYETTE
APPENDIX F
BUILD-OUT CONDITIONS
LOS CALCULATION WORKSHE ETS
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MITIG8 - Buildout AM (wi FaFri Jun 27, 2003 17:22:51
Page 1-1
--------------------------------------------------------------------------------
Buildout Plus Commerce One AM
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Future Volume Alternative)
.*.*****************************************************************************
Intersection #693 Arnold Road/IKEA Minor Driveway #2
********************************************************************************
Cycle (sec):
Loss Time (sec):
Optimal Cycle:
100
o (Y+R =
o
Critical Vol.ICap. (K):
4 sec) Average Delay (sec/veh):
Level of Service:
0.707
14.4
B
********************************************************************************
Approach:
Movement:
North Bound South Bound East Boun1 West Bound
L T R L T R L T R L T R
------------1---------------11---------------1 1---------------1 1---------------1
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 0 0 I! 0 0 1 0 0 0 0 0 0 0 0 1
------------1---------------1 1---------------1 1---------------1 1---------------1
Volume Module:
Base Vol: 0 0 0 173 0 490 100 0 0 0 0 13
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 173 0 490 100 0 0 0 0 13
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 173 0 490 100 0 0 0 0 13
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 173 0 490 100 0 0 0 0 13
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 173 0 490 100 0 0 0 0 13
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Vol.: 0 0 0 173 0 490 100 0 0 0 0 13
------------1---------------1 1---------------1 1---------------1 1---------------1
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 0.26 0.00 0.74 1.00 0.00 0.00 0.00 0.00 1.00
Final Sat.: 0 0 0 245 0 693 605 0 0 0 0 671
------------1---------------1 1---------------1 1---------------1 1---------------1
Capacity Analysis Module:
Vol/Sat: xxxx xxxx xxxx 0.71 xxxx 0.71 0.17 xxxx xxxx xxxx xxxx 0.02
Crit Moves:
Delay/Veh:
Delay Adj:
AdjDel/Veh:
LOS by Move:
ApproachDel:
Delay Adj:
ApprAdjDel:
LOS by Appr:
o
****
****
****
*
*
7.8
1.00
7.8
A
0.0 0.0
1.00 1.00
0.0 0.0
0.0
1.00
0.0
15.2
1.00
15.2
C
0.0
1.00
0.0
15.2
1.00
15.2
C
9.4
1.00
9.4
A
0.0
1.00
0.0
0.0
1.00
0.0
0.0 0.0
1.00 1.00
0.0 0.0
*
*
*
*
*
*
*
15.2
1.00
15.2
C
9.4
1.00
9.4
A
7.8
1.00
7.8
A
X>OCOCK
~
X>OCOCK
********************************************************************************
Traffix 7.5.0715 (c) 2002 Dcwling Assoc. Licensed to FEHF & PEERS, LAFAYETTE
MITIG8 - Buildout PM (w/ FaFri Jun 27, 2003 17:26:29
Page 1-1
--------------------------------------------------------------------------------
Buildout plus Commerce One PM
--------------------------------------------------------------------------------
Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Future Volume Alternative)
********************************************************************************
Intersection #693 Arnold Road/IKEA Minor Driveway #2
********************************************************************************
Cycle (see):
Loss Time (see):
Optimal Cycle:
100
o (Y+R =
o
Critical Vol. /Cap. (Xl:
4 see) Average Delay (sec/veh):
Level Of Service:
0.575
11.4
B
*****************************.**************************************************
Approach: North Bound South Bound East Bound West Bound
Movemen t : L T R L T R L T R L T R
------------1---------------1 1---------------1 1---------------1 1---------------1
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 DOl! 0 0 0 1 0 0 0 0 0 0 0 1
------------1---------------1 1---------------1 1---------------1 1---------------1
Volume Module:
Base Vol: 0 0 0 19 0 140 420 20 0 0 0 157
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 19 0 140 420 20 0 0 0 157
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 19 0 140 420 20 0 0 0 157
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 19 0 140 420 20 0 0 0 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 19 0 140 420 20 0 0 0 157
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Vol.: 0 0 0 19 0 140 420 20 0 0 0 157
------------1---------------1 1---------------1 1---------------1 1---------------1
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 0.12 0.00 0.88 0.95 0.05 0.00 0.00 0.00 1.00
Final Sat.: 0 0 0 84 0 622 730 35 0 0 0 826
------------1---------------1 1---------------11---------------1 1---------------1
Capacity Analysis Module:
Vol/Sat: xxxx xxxx xxxx 0.23 xxxx 0.23 0.58 0.58 xxxx xxxx xxxx 0.19
Crit Moves:
Delay/veh:
Delay Adj:
AdjDel/Veh:
LOS by Move:
ApproachDel:
Delay Adj:
ApprAdjDel:
LOS by Appr:
o
****
.*.*
****
*
*
*
8.1
1.00
8.1
A
0.0 0.0
1.00 1.00
0.0 0.0
0.0
1.00
0.0
8.9
1.00
8.9
A
0.0
1.00
0.0
8.9
1. 00
8.9
A
13.5
1.00
13 .5
B
13 .5
1.00
13.5
B
13.5
1.00
13.5
B
0.0
1.00
0.0
0.0 0.0
1.00 1.00
0.0 0.0
*
*
*
*
*
8.9
1.00
8.9
A
8.1
1.00
8.1
A
xxxxxx
xxxxx
xxxxxx
****************************************..***********.******.*******...*********
Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to FEHR & PEERS, LAFAYETTE
MITIG8 - Buildout Sat (wi FFri Jun 27. 2003 17:41:54
Page 1-1
----------------------------..---------------------------------------------------
Buildol1t plus Commerce One SATURDAY
____________________________n_________________________--------------------------
Level Of Service Computation Report
2000 HCM 4-Way Sl:0P Method (Future Volume Alternative)
********************************************************************************
Intersection #693 Arnold Road/IKEA Minor Driveway #2
****************************'r***************************************************
Cycle (sec):
Loss Time (sec):
Optimal Cycle:
100
o (Y+R =
o
Critical Vol. ICap. (X):
4 see) Average Delay (sec/veh):
Level Of Service:
0.101
7.1
A
****************************<t***************************************************
Approach:
Movement:
North Bound South Bound East Bo~nd West Bound
L T R L T R L T R L T R
------------1---------------1 1---------------1 1---------------1 1---------------1
Control: Stop Sign Stop Sign Stop Si~n Stop Sign
Rights: Include Include Incluce Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 DOl! 0 0 1 DOC 0 0 0 DOl
------------1---------------11---------------11----------- ----11---------------1
Volume Module:
Base Vol: 0 0 0 31 0 67 34 0 0 0 0 27
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 31 0 67 34 0 0 0 0 27
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 31 0 67 34 0 0 0 0 27
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 31 0 67 34 0 0 0 0 27
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 31 0 67 34 0 0 0 0 27
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Vol. : 0 0 0 31 0 67 34 0 0 0 0 27
------------1---------------1 1---------------1 1----------..----11---------------1
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 0.32 0.00 0.68 1.00 0.00 0.00 0.00 0.00 1.00
Final Sat.: 0 0 0 306 0 661 819 0 0 0 0 996
------------1---------------1 1---------------1 1----------..----11---------------1
Capacity Analysis Module:
Vol/Sat: xxxx xxxx xxxx 0.10 xxxx 0.10 0.04 xxxx xxxx xxxx xxxx 0.03
Crit Moves:
Delay/Veh:
Delay Adj:
AdjDel/Veh:
LOS by Move:
ApproaehDel:
Delay Adj:
ApprAdjDel:
LOS by Appr:
o
"
****
****
****
"
"
"
6.6
1.00
6.6
A
0.0 0.0
1.00 1.00
0.0 0.0
0.0
1.00
0.0
7.1
1. 00
7.1
A
0.0
1. 00
0.0
7.1
1.00
7.1
A
7.5
1.00
7.5
A
0.0
1.00
0.0
0.0
1.00
0.0
0.0 0.0
1.00 1.00
0.0 0.0
"
"
"
"
"
"
7.1
1.00
7.1
A
7.5
1.00
7.5
A
6.6
1.00
6.6
A
xxxxxx
xxxxx
xxxxxx
*********************************************************.~***************.******
\
Traffix 7.5.0715 (e) 2002 Dowling Assoc. Licensed to F~iR & PEERS. LAFAYETTE
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MITIG8 - Buildout AM (w/ FaFri Jun 27, 2003 17:46:28
Page 1-1
-------------------------.-------------------------------------------------------
Buildout Plus IKEA Center AM
--------------------------------------------------------------------------------
Level Of service Computation Report
2000 HCM 4-Way Stop Method (Future volume AlternatLre)
***************************************************************~****************
Cycle (sec):
Loss Time (see):
Optimal Cycle:
100
o (Y+R =
o
Critical Vol./Cap. (X):
4 sec) Average Delay (sec/veh):
Level Of Service:
0.548
10.5
B
Intersection #691 Arnold Road/IKEJl. Minor Driveway #2
********************************************************************************
********************************************************************************
Approach: North Bound Se.uth Bound East Bound West Bound
Movernen t : L T R L T R L T R L T R
------------1---------------11---------------11---------------11---------------1
Control: Stop Sign ~:top Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 (, 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 0 0 I! 0 0 1 0 0 0 0 0 0 0 0 1
------------1---------------11----.-----------11---------------11---------------1
Volume Module:
Base Vol: 0 0 0 3f: 0 490 100 0 0 0 0 38
Growth Adj: 1.00 1. 00 1.00 1.0(1 1.00 1.00 1. 00 1.00 1. 00 1.00 1.00 1. 00
Initial Bse: 0 0 0 3f: 0 490 100 0 0 0 0 38
Added Vol: 0 0 0 (I 0 0 0 0 0 0 0 0
passerByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 36 0 490 100 0 0 0 0 38
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00
PHF Volume: 0 0 0 36 0 490 100 0 0 0 0 38
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 36 0 490 100 0 0 0 0 38
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Vol.: 0 0 0 36 0 490 100 0 0 0 0 38
..--- --------1---------------11---.------------11---------------11---------------1
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 LOll 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 0.01 0.00 0.93 1.00 0.00 0.00 0.00 0.00 1.00
Final Sat.: 0 0 0 66 0 893 646 0 0 0 0 729
------------1---------------1 1---------------11---------------1 1---------------1
Capacity Analysis Module:
Vol/Sat: xxxx xxxx xxxx 0.55 xxxx 0.55 0.15 xxxx xxxx xxxx xxxx 0.05
Crit Moves:
Delay/Veh:
Delay Adj:
AdjDel/Veh:
LOS by Move:
ApproachDel:
Delay Adj:
ApprAdjDel:
LOS by Appr:
o
**...
****
****
*
*
*
7.7
1.00
7.7
A
0.0 0.0
1.00 1.00
0.0 0.0
0.0
1. 00
0.0
10.9
1. 0')
10.3
B
0.0
1.00
0.0
10.9
1.00
10.9
B
9.0
1.00
9.0
A
0.0
1.00
0.0
0.0
1. 00
0.0
0.0 0.0
1.00 1.00
0.0 0.0
*
*
*
*
*
*
10.9
1.00
10.9
B
9.0
1.00
9.0
A
7.7
1. 00
7.7
A
xxxxxx
xxxxx
xxxxxx
**************************************************************,,*****************
Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to FEHR & PEERS, LAFAYETTE
,...
~:..
~
'j;:
MITIG8 - Buildout PM (wI FaFri Jun 27, 2003 17:47:01
Page 1-1
Buildout Plus IKEA Center PM
Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Future Volume Alternative)
********************************************************************************
Intersection #691 Arnold Road/IKEA Minor Driveway #2
********************************************************************************
Cycle (sec):
Loss Time (sec):
Optimal Cycle:
100
o (Y+R =
o
Critical Vol.ICap. (X):
4 sec) Average Delay (sec/veh):
Level Of Service:
0.617
12.8
B
********************************************************************************
North Bound South Bound East Bound West Bound
L T R L T R L T R L T R
------------1---------------1 1---------------1 1---------------11---------------1
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 0 1
------------1---------------1 1---------------1 1---------------11---------------1
Volume Module:
Base Vol: 0 0 0 129 0 140 420 20 0 0 0 138
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 129 0 140 420 20 0 0 0 138
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 129 0 140 420 20 0 0 0 138
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Volume: 0 0 0 129 0 140 420 20 0 0 0 138
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 129 0 140 420 20 0 0 0 138
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Vol.: 0 0 0 129 0 140 420 20 0 0 0 138
------------1---------------1 1---------------1 1---------------11---------------1
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 0.48 0.00 0.52 0.95 0.05 0.00 0.00 0.00 1.00
Final Sat.: 0 0 0 324 0 351 680 32 0 0 0 744
------------1---------------1 1---------------1 1---------------1 1---------------1
Capacity Analysis Module:
Vol/Sat: xxxx xxxx xxxx 0.40 xxxx 0.40 0.62 0.62 xxxx xxxx xxxx 0.19
Crit Moves:
Delay/Veh:
Delay Adj:
AdjDel/Veh:
LOS by Move:
ApproachDel:
Delay Adj:
ApprAdjDel:
LOS by Appr:
Approach:
Movement:
o
****
****
****
0.0 0.0
1.00 1.00
0.0 0.0
0.0
1.00
0.0
11.0
1.00
11.0
B
0.0
1.00
0.0
11.0
1.00
11.0
B
15.2
1.00
15.2
C
15.2
1.00
15.2
C
15.2
1.00
15.2
C
0.0
1.00
0.0
0.0 0.0
1.00 1.00
0.0 0.0
*
*
*
*
*
*
8.5
1.00
8.5
A
*
*
11.0
1.00
11.0
B
8.5
1.00
8.5
A
~
~
~
********************************************************************************
Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to FEHR & PEERS, LAFAYETTE
MITIG8 - Buildout Sat (wI FFri Jun 27, 2003 17:47:26
Page 1-1
------------------------------------------------------------..--------------------
Buildout Plus IKEA Center SATURDAY
------------------------------------------------------------..--------------------
******************************.~****************************.,*-*****-**-*-*.***.-
Level Of Service Computation Report
2000 HCM 4-Way Stop Method (Future Volume Alternative)
Intersection #691 Arnold Road/IKEA Minor Driveway #2
******************************.~**********************-*****".**-***-**.**-*****-
Cycle (see):
Loss Time (see):
Optimal Cycle:
*******.**********************~****************************~********************
100
o (Y+R =
o
Critical Vol.ICap. (;():
4 see) Average Delay (sec/v,~h):
Level Of Service:
0.587
12.1
B
Approach: North Bound South Bound East Bound West Bound
Movemen t : L T R L T R L T R L T R
------------1---------------11---------------11------------ ---11---------------1
Control: Stop Sign Stop Sign Stop Sign Stop Sign
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0
Lanes: 0 0 0 0 0 0 0 l' 0 0 1 0 0 0 0 0 0 0 0 1
------------1---------------11---------------11---------------11---------------1
Volume Module:
Base Vol: 0 0 0 368 0 67 34 0 0 0 0 305
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 368 0 67 34 0 0 0 0 305
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 0 368 0 67 34 0 0 0 0 305
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHFVo1ume: 0 0 0368 0 67 34 0 0 0 0305
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 368 0 67 34 0 0 0 0 305
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Vol. : 0 0 0 368 0 67 34 0 0 0 0 305
------------1---------------11---------------11------------ ---11---------------1
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.00 0.00 0.00 0.85 0.00 0.15 1.00 0.00 C.OO 0.00 0.00 1.00
Final Sat.: 0 0 0 627 0 114 599 0 0 0 0 771
------------1---------------11---------------11------------ ---11---------------1
Capacity Analysis Module:
Vol/Sat: xxxx xxxx xxxx 0.59 xxxx 0.59 0.06 xxxx )XXX xxxx xxxx 0.40
Crit Moves:
Delay/Veh:
Delay Adj:
AdjDel/Veh:
LOS by Move:
ApproachDel:
Delay Adj:
ApprAdjDe1:
LOS by Appr:
o
****
****
****
*
*
*
*
10.0
1. 00
10.0
B
0.00.0
1.00 1.00
0.0 0.0
0.0
1.00
0.0
13 .8
1. 00
13.8
B
0.0
1. 00
0.0
13.8
1.00
13.8
B
8.8
1.00
8.8
A
0.0
1.00
0.0
0.0
1. 00
0.0
0.0 0.0
1. 00 1. 00
0.0 0.0
*
*
*
*
*
13 .8
1. 00
13.8
B
8.8
1.00
8.8
A
10.0
1. 00
10.0
B
xxxxxx
xxxxx
xxxxxx
*****************************-r****************************'1*********************
"
Traffix 7.5.0715 (c) 2002 DI,wling Assoc. Licensed to FEHH & PEERS. LAFAYETTE
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