HomeMy WebLinkAbout86-058 Pulte Home Corporation Tmap 5588 9/2/86
CITY OF DUBLIN
PLANNING COMMISSION
AGENDA STATEMENT/STAFF REPORT
Meeting Date: September 2, 1986
TO:
FROM:
Planning Commission
Planning Staff l1:~
PA 86-058 Pu~t~ome Corporation - Betlen
Drive Subdivision Map (Tentative Map 5588)
request for a 25 lot single family
residential development involving an 8.4+
acre property located along the south side of
the terminus of Betlen Drive in the southwest
corner of the City of Dublin.
SUBJECT:
GENERAL INFORMATION
PROJECT:
Subdivision Map application (Tentative Map
5588) for a 26 lot single family residential
subdivision.
APPLICANTS
AND REPRESENTATIVES:
Mike E. Milani
James R. Stedman & Associates
Civil Engineers
365 Lennon Lane #100
Walnut Creek, CA 94598
PROPERTY OWNERS
AND REPRESENTATIVE:
Dick Steele
Pulte Home Corporation
4655 Old Ironside Drive, #320
Santa Clara, CA 95054
ASSESSOR PARCEL NUMBER:
941-115-14
PARCEL AND SURROUNDING
LAND USES: The proposed residential project covers Parcel A of Parcel Map
No. 2795 located in the southwestern corner of the City of Dublin. The
8.4+ acre site fronts on the south side of Betlen Drive and extends from
its western terminus for 700~ feet. The site is bordered on the west by
the Valley Christian Center complex, to the south by the slope easements
and road right-of-ways for Dublin Boulevard and Interstate 580, on the
north by existing single family residential development, and on the east by
the partially developed eight-lot single family residential subdivision
approved under Tract 4929. The Gross Residential Acreage (GRA) available
for residential development is 9.1+ GRA (includes one half of the fronting
right-of-way for Betlen Drive).
PROPERTY DESCRIPTION, ZONING AND LAND USE: The existing elevation range of
the site ranges from 555+ feet in the northeast corner of the site to 660+
feet in the northwest corner. Grading has previously occurred on the site
as the southern half of the site has been previously utilized as a
"borrow-pit". The site is currently vacant and is zoned R-1-B-E, Single
Family Residential Combining District (10,000 square foot minimum lot size;
80 foot minimum average lot width).
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ITEM NO.
3. d-
COPIES TO: Applicant
Owner
File PA 86-058
ZONING HISTORY: The subject property was rezoned from A-2, Agricultural
District, to the R-1-B-E, Single Family Residential-Combining District by
Zoning Unit 510, approved by the Alameda County Board of Supervisors on
November 27, 1986.
On November 16, 1978, The California Conference of Methodist Churches
received approval from the Alameda County Planning Commission for a two-
parcel Minor Subdivision under Tentative Parcel Map 2795. The parcel split
was requested in anticipation of the submittal of a Conditional Use Permit
application for the development of a church on the 8.4+ acre subject
property (Parcel A). The plans for development of a church on this site
never materialized. Parcel B of the Minor Subdivision was subsequently
split into eight single family residential lots under Tract 4929.
APPLICABLE REGULATIONS:
A. SUBDIVISION ORDINANCE
Title 8, Chapter I, Alameda County Subdivision Ordinance as adopted and
amended by the City of Dublin, reads in part:
8-1-2 INTENT. It is the intent of this chapter to promote the public
health, safety and general welfare; to assure in the division of the land
consistent with the policies of the Dublin General Plan and with the intent
and provisions of the Dublin Zoning Ordinance; to coordinate lot design,
street patterns, rights-of-way, utilities and public facilities with
community and neighborhood plans; to insure the area dedicated for public
purposes will be properly improved, initially, so as not to be a future
burden upon the community; to reserve natural resources and prevent
environmental damage; to maintain suitable standards to insure adequate,
safe building sites; and to prevent hazard to life and property.
B. GENERAL PLAN DESIGNATION AND POLICIES
The site is designated by the City of Dublin General Plan as Residential:
Single-family (0.9 to 6.0 units per Gross Residential Acre).
General Plan Development Policies for the site are as follows:
Site:
Acres:
Minimum-Maximum
Units:
General Plan
Residential
Designation:
South side Betlen Drive, West of Prow Way
9
9-54
Single Family Residential
Applicable General Plan Policies include the following:
2.1.3 Residential Compatibilty
Guiding Policy
A. Avoid abrupt transitions between single family development and
higher density development on adjoining sites.
Implementing Policy
B. Require all site plans to respect the privacy and scale of
residential development nearby.
3.3 OPEN SPACE FOR OUTDOOR RECREATION
Guiding Policy
E. Restrict structures on the hillsides that appear to project above
major ridgelines.
The present undisturbed natural ridgelines as seen from the primary
planning area are an essential component of Dublin's appearance as a
freestanding City ridged by open hills.
-2-
Implementing Policy
F. Use subdivision design process and the site design review process
to preserve or enhance the ridgelines that form the skyline as viewed
from freeways (1-580, 1-680) or major arterial streets (Dublin
Boulevard, Amador Valley Boulevard, San Ramon Road, Village Parkway,
Dougherty Road).
5.6 SCENIC HIGHWAYS
1-580, 1-680, San Ramon Road and Dougherty Road were designated scenic
routes by Alameda County in 1966. These are the routes from which the
people traveling through Dublin gain their impression of the City, so it is
important that the quality of views be protected.
Guiding Policy
A. Incorporate previously designated scenic routes in the General
Plan and work to enhance a positive image of Dublin as seen by
travelers.
Implementing Policy
B. Exercise design and review of all projects within 500 feet of a
scenic route and visible from it.
7.2 EROSION AND SILTATION CONTROL
Guiding Policies
B. Regulate grading and development on steep slopes.
Implementing Policies
E. Review development proposals to insure site design that
minimizes soil erosion and volume and velocity on slopes of over 30
percent.
8.0 SEISMIC SAFETY AND SAFETY ELEMENTS
Implementation Policies
8.1.2 Required Geotechnical Analyses
A. A preliminary geologic hazards report must be prepared for all
subdivisions. Any other facility that could create a geologic
hazard, such as a road or a building on hillside terrain, must also
have such a study. Each of the hazards described in the Seismic
Safety and Safety elements must be evaluated. This hazard analysis
shall be prepared by a registered Engineering Geologist.
F. Any changes in grading or building design that would be
significantly affected by geologic hazards or soils conditions, or in
turn would significantly alter geologic or soils conditions, shall be
accompanied by a re-analysis of those conditions. In addition, any
conditions discovered during excavation or grading that significantly
depart from the previously described geologic and soils setting shall
be evaluated.
9.0 NOISE ELEMENT
Noise exposure contours projected for 2005 based on anticipated traffic
volumes increases indicated noise in the 70 CNEL to 75 CNEL range at the
south side of the property.
-3-
Guiding Policy
A. Where feasible, mitigate traffic noise to levels indicated below:
Land Use Compatibility for Community Noise Environments
Land Use Category
Normally Acceptable
Conditionally Acceptable
(Noise Insulation
Features Required)
Residential
60 CNEL
60-70 CNEL
PREVIOUS APPLICATION SUBMITTAL: Planned Development (PD) Rezoning and
Subdivision Map applications for a 44-lot single family residential
development were previously submitted by Pulte Homes Corporation for this
site. Those requests, City Files PA 86-010.1 and .2, were subject to three
public hearings before the Planning Commission. The requests were with-
drawn prior to any action being taken by the Planning Commission. The
withdrawals were prompted by direction from the Commission that the 44-lot
layout was inappropriate for the site, and that a project redesign reflect-
ing the existing zoning requirements (e.i., 10,000 square foot minimum lot
size, 80 foot minimum average lot width) and existing development
constraints (topographic conditions present and access constraints) should
be considered. The project was resubmitted with a 26-lot layout that
included use of 6 lots located off of Betlen Drive. Under the resubmittal,
the request to rezone the property to a Planned Development District was
dropped. In its place, a standard Tentative Map application was filed
reflecting existing zoning requirements. The layout was subject to
consideration at the Planning Commission's hearing of July 21, 1986. The
design was subsequently revised by the Applicant in an attempt to balance
the cut and fill grading involved with the project. The current site plan
reflects an elimination of one lot and the shifting of lots along Betlen
Drive back into the center of the project.
ENVIRONMENTAL REVIEW: The City proposes to adopt a Mitigated Negative
Declaration of Environmental Significance which finds the proposed project
will not have a significant impact on the environment (see Exhibit A -
Draft Resolution regarding the Mitigated Negative Declaration of
Environmental Significance and Background Attachment 2 - Draft Mitigated
Negative Declaration of Environmental Significance). The environmental
documents have been modified to reflect the latest Tentative Map submittal.
The new lotting plan/grading plan serves to mitigate previously identified
traffic circulation, grading and visual impacts.
NOTIFICATION: Public Notice of the July 21, 1986, hearing was published in
The Herald, mailed to adjacent property owners, and posted in public
buildings. The two continuances to the August 18, 1986, and September 2,
1986, hearings were properly noticed by way of action taken by the Planning
Commission respectively at the conclusion of the public hearings on
July 21, 1986, and August 18, 1986.
ANALYSIS:
The revised application submittal by Pulte Homes Corporation proposes the
creation of 25 single family residential lots on 8.4+ acres located at the
top of Betlen Drive below the Valley Christian Center complex. The site is
one of the few remaining unplanned and undeveloped residential properties
in the City.
-4-
Throughout
this site,
following:
the review process for the various Tentative Map proposals for
Staff has focused on several specific issue areas, including the
1)
2)
3)
4)
5)
6)
General Plan Policies and Zoning
Site Layout and Dimensional Design Criteria
Traffic Circulation
Site Grading
Architecture and Landscape Architecture
Environmental Review
The following discussion updates previous discussion held concerning these
six areas, as it relates to the latest application submittal.
1. General Plan Policies and Zoning
The reduced project density, at 25 lots, is within the density range
established by the General Plan for the Residential Single-Family
Land Use Category.
The density of the project is consistent with the General Plan
Implementing Policy that calls for an avoidance of abrupt density
transitions between adjoining residential developments.
The proposed design of the cut-slope in the adjoining Valley
Christian Center property has been "softened" through the latest
project revisions. Conditions of Approval should be applied that
further the General Plan Implementing Policy that calls for use of
subdivision designs which preserve or enhance the ridgelines that
form the skyline for the City as viewed from the freeway or major
arterial streets (see Conditions #26 - #30).
The major remaining General Plan concerns involve the potential
visibility of new units at the southern limit of the project as seen
from the adjoining 1-580 corridor, and to a lesser degree from the
City's major arterials lying east of the site (see General Plan
Guiding Policy 3.3 F cited above). Project redesign, in the form of
revisions to the Grading Plan for the southern portion of the
project, use of intensive slope landscape treatment, effective
location of the masonry sound-architectural wall, and the judicial
selection of residential building heights and locations appear to be
the necessary elements to provide assurance that these General Plan
directives are attained. The magnitude of the potential visual
impacts and their corresponding relationship to the City's General
Plan Policies pertaining to new development along the ridgeline
cannot be assessed based on the information supplied to date. Staff
recommends that the Planning Commission continue this item until
adequate information detailing the potential visual impacts can be
secured from the Applicant.
An additional, remaining concern involves the proposal to create
building pads at the southerly limit of the property potentially
making future homes on these lots visible from the adjoining 1-580
corridor. The Applicant contends that the latest lotting plan/
grading plan will serve to mitigate this situation by creating 2:1
(horizontal-to-vertical) slopes at the rear of Lots #16 - #19. The
slope itself, by way of the steepness of its face and its location
deep in the respective lots, will limit the visibility of the homes
placed on these lots as viewed from the immediately adjoining section
of 1-580. The Applicant acknowledges that views to the project
further east and west along 1-580 will yield views of new homes. The
Applicant has indicated a willingness to establish extensive land-
scaping along this slope area to provide additional mitigation to
potential visual impacts related to this project.
2. Site Plan Layout and Dimensional Design Criteria
The proposed Gross Residential Density at 2.7 dwelling units/Gross
Residential Acre has a density similar to existing residential
projects.
-5-
The reduction in the number of proposed lots also eliminates the
concern regarding lot accessibility and on-street parking problems.
The revised plans will supply at least two on-street parking spaces
for each proposed lot in the subdivision. The available on-street
parking will be fairly well-spaced across the project.
A minimum area of 1,350 square feet of useable rearyard area was
required to be supplied to the lots in the 88-lot Dolan School Site
subdivision. This figure was derived from assigning a minimum of 15%
of the average lot size in that subdivision (9,000~ sq. ft.) to be
reserved for use as a level rearyard area. Within the Conditions of
Approval of that subdivision, another requirement was imposed calling
for a minimum level rearyard depth of 15 feet (with the bulk of the
lots to provide 18 feet) measured from the rear of the unit to the
nearest change in slope.
While the concept of setting a minimum square footage standard for
rearyard useable area is not derived from a zoning regulation, the
concept warrants consideration to assure that each lot is provided a
minimum, functional rearyard area. Staff recommends that this pre-
viously applied standard of 1,350 square feet (minimum) for the
rear yard useable area be utilized for this project (see Condition
#5 E).
3. Traffic Circulation
The City Engineer recommended in his memo of February 24, 1986 (one
of the items in Background Attachment #8), that a cul-de-sac be
constructed at the intersection of Betlen Drive and proposed "A"
street (generally situated at the current terminus of Betlen Drive).
This design change would allow for the elimination of the non-
functional right-of-way stub currently present at the terminus of
Betlen Drive. The Conditions of Approval for this project should
require the developer to initiate the necessary abandonment
proceedings to provide for the City's consideration of abandoning the
westernmost 35~ to 85~feet of the right-of-way for Betlen Drive.
The area, if abandoned, should be incorporated into the subject
development proposal and should be utilized to allow a modified
grading plan to be prepared for this portion of the project to
provide for rounder slopes yielding smoother transitions into
surrounding natural surrounding grades (see Condition #25). Develop-
ment of the cul-de-sac at the end of Betlen Drive should be required
to be done in a manner that provides for the development of a
modified driveway connection to the DSRSD water tank.
4. Proposed Site Grading
Under the revised lotting plan/grading plan, the 8.4+ acre site would
be regraded to create a large interior pad (proposed pad elevations
ranging from 600.0 to 638.0).
The area proposed to accommodate the majority of the project grading
is along the western edge of the property where cut slopes vary in
steepness from 2:1 (horizontal-to-vertical) to 3:1 (horizontal-to-
vertical) and to a height of 55+ feet. The majority of this proposed
cut slope area would be located off-site on the adjoining Valley
Christian Center property. The Church representatives have indicated
their preliminary approval for this off-site grading concept in their
letter of April 8, 1986 (see Background Attachment #7).
The revised grading plan "softens" the previous grading at the
southern end of the proposed cut slope face by blending it into
existing natural contours running along the south-southeastern
portion of the Church property. The revised grading plan partially
mitigates the previously identified visual impact that would have
been present to viewers from the Valley floor and travelers along the
1-580 corridor.
Staff recommends the revised grading plan be required to be further
adjusted to accommodate the following design goals:
-6-
- Further adjust the grading design of the off-site cut slopes to
maximize the use of contour-rounded grading designs where new cut
slopes transition back to surrounding natural slopes (see Condition
#26).
- Provide for the formation and recordation of a recorded slope
mainentance easement between the Developer (to be ultimately
shifted to the individual future property owners of lots at the
western perimeters of the project) and the Church to clearly
establish the respective on-going responsibilities for maintenance
and up-keep of the proposed cut-slope and accompanying drainage
facilities (see Condition #28).
- In conjunction with the use of slope landscape treatment and the
respective building heights and footprints utilized for units
located at the southern side of the project, adjust the project
grading to assure that structures developed at the southern edge of
the project will not be visible from the adjoining 1-580 corridor
and will not project above the ridgeline as viewed from the City's
major arterials lying east of the project.
- Adjust the grading plan to provide for the use of 3 to 4 foot
high retaining walls for slope areas on Lots #3, #4, #7 and #8 (and
optionally for use on Lots #5, #6, #9, #11 and #14) to maximize the
depth and width of proposed building pads.
5. Architecture and Landscape Architecture
A Preliminary Landscape Plan was prepared for the previous plan
(proposing 44 lots) to detail the proposed treatment of slope areas
within and at the perimeters of the proposed development area.
Planting of these areas is considered necessary to mitigate the
visual impact of the height of the slopes and to soften the
engineered appearance they will have.
The planting plan utilized for these areas should incorporate the use
of 5 gallon sized trees to provide a balance between the desire to
maximize the number of trees planted while also providing planting
that will provide some level of planting mass within a three to four
year time frame.
Maintenance of the tree planting on the off-site cut slope area
should be made a responsibility of the developer and should be done
in conjunction with the development of a maintenance agreement
requiring that the developer care for planting for a minimum of a
two-year period to assure the majority of the landscape planting can
establish a foothold and will have a higher probability for long-term
survival (see Condition #73).
A tree planting standard of one tree for each 2,000+ square feet of
slope area is recommended for the cut slope area above the project's
west boundary.
A minimum ratio of one tree for each 1,500~ square feet of slope area
is recommended for the slope area below the lots above Betlen Drive
and for the slope area along the south side of the project.
In addition to the above recommended slope tree planting ratios,
Staff recommends that the Developer be required to provide shrub
planting for the slope areas at the north and south edges of the
project.
-7-
Part of the review of the project's landscape architecture includes a
review of the type and location of project fencing. The fence detail
supplied by the Applicant for the original 44-lot layout was not
considered by Staff to be substantial enough in either design or
materials for use as low maintenance perimeter project fencing. An
alternate design, which will require less long term maintenance and a
more substantial appearance, should be submitted for review and
approval by the City prior to the recordation of the Final Map for
this project (see Condition #68).
6. Environmental Review
As indicated elsewhere in this Report, Staff is recommending that a
Mitigated Negative Declaration of Environmental Significance be
adopted for this project. A revised Initial Study prepared for this
project identifies the following five Environmental Components (see
Background Attachment #2):
1. General Plan Policies and Zoning
2. Soils, Geology and Seismicity
3. Traffic Circulation
4. Noise
The Revised Draft Mitigated Negative Declaration of Environmental
Significance has been formatted in a manner that presupposes the
Applicant will agree, through the course of the public hearing
process, to project design changes and/or to enter into binding
commitments that address and mitigate each potential significant
environmental impact identified in the Initial Study prepared for
this project.
To assure that the architectural treatment of residential units
developed in this project are consistent with the character of the
existing neighborhood, Staff recommends that Site Development Review
approval for the project be required prior to the recordation of the
Final Map. The Site Development Review permit should also entail
final review of the site's Grading Plan and Slope Landscape and
Irrigation Plans.
RECOMMENDATION
Staff recommends that no action be taken on this project until concerns
regarding the potential visibility of future residential units from the
adjoining section of 1-580, or as they appear above the ridgeline as viewed
from the City's major arterials to the east of the site, are addressed and
eliminated. No action should be taken on this project until visual studies
are prepared by the Applicant to allow a careful assessment of the potential
visual impacts to 1-580 and the City's major arterial lying east of the site.
FORMAT:
1)
Open public hearing.
2) Hear Staff presentation.
3) Hear Applicant and public presentations.
4) Close public hearing.
5) Provide direction to the Staff and the Applicant regarding
potential visual impacts as they relate to the City's
General Plan Policies regarding Open Space for Recreation -
Items 3.3 E and 3.3 F, and continue the matter to the
Planning Commission hearing of Septebmer 15, 1986.
-8-
ATTACHMENTS:
Exhibit A
Draft Resolution regarding the Mitigated
Negative Declaration of Environmental
Significance (for consideration of content only, not
for Planning Commission action)
Exhibit B -
Draft Resolution regarding Tentative Map 5588 (for
consideration of content only, not for Planning
Commission action)
Exhibit C -
Revised Tentative Map Submittals
Background Attachments:
1) Applicant's Written Statement and Environmental Assessment Form.
2) Draft Mitigated Negative Declaration of Environmental Significance
3) Letter calling for Applicant to provide project redesign or
binding commitment that addresses and mitigates each potential
identified environmental impact.
4) Site Location and Area Maps.
5) Peter Kaldveer and Associates, Inc. (Project Geologists) Letter of
April 9, 1986, regarding Preliminary Cut-Slope Recommendations.
6) Preliminary Soils and Geologic Report by Harding Lawson dated
February 21, 1986.
7) Ward Tanneberg, Senior Pastor Valley Christian Center, Letter of
April 8, 1986, regarding Grading Easement on Valley Christian
Center Property.
8) Pertinent Agency Comments
-9-
RESOLUTION NO.
A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF DUBLIN
ADOPTING A MITIGATED NEGATIVE DECLARATION OF
ENVIRONMENTAL SIGNIFICANCE FOR THE SUBDIVISION MAP
(TENTATIVE MAP 5588) REQUEST FOR A PROPOSED SINGLE FAMILY RESIDENTIAL
DEVELOPMENT OF 25 LOTS PROPOSED OVER AN 8.4+ ACRE PROPERTY
FRONTING ALONG THE SOUTH SIDE OF THE TERMINUS OF BETLEN DRIVE,
REQUESTED UNDER PA 86-058 PULTE HOMES CORPORATION
WHEREAS, Pulte Homes Corporation submitted a revised request for
Tentative Map approval to subdivide an 8.4+ acre property into 25 - lots to
accommodate the proposed single family residential development; and
WHEREAS, the California Environmental Quality Act (CEQA), as
amended, together with the State's administrative guidelines for
implementation of the California Environmental Quality Act and City
Environmental regulations, require that certain projects be reviewed for
environmental impact and that environmental documents be prepared; and
WHEREAS, pursuant to Public Resources Code Section 21000 et. seq.,
a Mitigated Negative Declaration of Environmental Significance has been
prepared by the Dublin Planning Department with the project specific
mitigation measures outlined in Staff's Revised Initial Study of Environmental
Significance dated August 28, 1986, regarding:
1. General Plan Policies and Zoning
2. Soils, Geology and Seismicity
3. Traffic Circulation
4. Noise
WHEREAS, the Planning Commission did review and consider said
Mitigated Negative Declaration of Environmental Significance at its meeting of
September 2, 1986; and
WHEREAS, proper notice of said public hearing was given as legally
required; and
WHEREAS, the Planning Commission determined that the project,
PA 86-058 has been changed by the Applicant and/or the Applicant has agreed to
provide mitigation measures resulting in a project that will not result in the
potential creation of any significant environmental impacts identified in the
Initial Study of Environmental Significance;
NOW, THEREFORE, BE IT RESOLVED THAT THE Dublin Planning Commission
finds that the Mitigated Negative Declaration of Environmental Significance
has been prepared and processed in accordance with State and Local
Environmental Law and Guideline Regulations and that it is adequate and
complete.
PASSED, APPROVED AND ADOPTED this 2nd day of September, 1986.
AYES:
NOES:
ABSENT:
Planning Commission Chairperson
ATTEST:
Planning Director
EXHIBIT A
flflTr:r mOL{/17t1Y'1 /ii-tZ- /;11r;;VN ~
RESOLUTION NO.
A RESOLUTION OF THE PLANNING COMMISSION
OF THE CITY OF DUBLIN
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APPROVING TENTATIVE MAP 5588 CONCERNING PA 86-058 PULTE HOMES CORPORATION -
BETLEN DRIVE FOR A PROPOSED SINGLE FAMILY RESIDENTIAL DEVELOPMENT
OF 25 LOTS PROPOSED OVER AN 8.4+ ACRE PROPERTY FRONTING ALONG THE
SOUTH SIDE OF THE TERMINUS OF BETLEN DRIVE
WHEREAS, Pulte Homes Corporation requests approval of a Revised
Tentative Map to allow the subdivision of 8.4+ acres of land lying in the
southwest corner of the City into a 25-lot subdivision for proposed
development with single family residential units; and
WHEREAS, the State of California Subdivision Map Act and the
adopted City of Dublin Subdivision Regulations require that no real property
may be divided into two or more parcels for the purpose of sale, lease or
financing unless a Tentative Map is acted upon, and a Final Map is approved
consistent with the Subdivision Map Act and City of Dublin Subdivision
Regulations; and
WHEREAS, the Planning Commission did hold public hearings on
July 21, 1986, August 4, 1986, and September 2, 1986; and
WHEREAS, proper notice of said public hearings was given in all
respects as required by law; and
WHEREAS, The Staff Report was submitted recommending that the
Revised Tentative Map be approved subject to conditions prepared by Staff; and
WHEREAS, the Planning Commission did hear and consider all said
reports and recommendations as herein above set forth; and
WHEREAS, pursuant to State and City environmental regulations, a
Mitigated Negative Declaration of Environmental Significance has been
previously adopted for the subject Tentative Map request (Planning Commission
Resolution No. 86-___); and
WHEREAS, the Planning Commission finds that the Revised Tentative
Map, with a modified grading plan and with a lot reduction to a maximum of 25
lots, will not have a significant environmental impact;
NOW, THEREFORE, BE IT RESOLVED THAT THE Planning Commission does
hereby find:
1. Tentative Map 5588 is consistent with the intent of applicable
Subdivision Regulations and City Zoning and related Ordinances.
2. Tentative Map 5588 is consistent with the City's General Plan as
it applies to the subject property.
3. Tentative Map 5588 will not result in the creation of significant
environmental impacts.
4.
health or
injurious
Tentative Map 5588 will not have substantial adverse effects on
safety or be substantially detrimental to the public welfare, or be
to property or public improvements.
5. The site is physically suitable for the proposed development in
that the site is indicated to be geologically satisfactory for the type of
development proposed in locations as shown, provided the geological
consultant's recommendations are followed; and the site is in a good location
regarding public services and facilities.
6. The site is physically suitable for the proposed development in
that the design and improvements are consistent with those of similar existing
residential developments which have proven to be satisfactory.
EXHIBIT J2
v/ZlrPr ,ReroLlJrrrJ7'i ffM;2/JltV if 717117/>>#
7. The request is appropriate for the subject property in terms of
being compatible to existing land uses in the area, will not overburden public
services, and will facilitate the provision of housing of a type and cost that
is desired, yet not readily available in the City of Dublin.
8. General site considerations, including unit layout, open space,
topography, orientation and the location of future buildings, vehicular
access, circulation and parking, setbacks and similar elements have been
designated to provide a desirable environment for the development.
9. This project will not cause serious public health problems in that
all necessary. utilities are, or will be, required to be available and Zoning,
Building, and Subdivision Ordinances control the type of development and the
operation of the uses to prevent health problems after development.
BE IT FURTHER RESOLVED that the Planning Commission approves
Tentative Map 5588 - PA 86-058 subject to the conditions listed below:
CONDITIONS OF APPROVAL
Unless otherwise specified the following conditions shall be complied with
prior to the recordation of the Final Map. Each item is subiect to review and
approval by the Planning Department unless othewise specified.
GENERAL PROVISIONS
1. This approval is for a single family residential development for 25 lots
over an 8.4+ acre property. Development shall be generally consistent
with the Revised Tentative Map labeled Subdivision 5588 Tentative Map,
Preliminary Grading and Planned Development Plan - consisting of one
sheet prepared by James Stedman & Associates, Inc., Civil Engineers/
Surveyors, and dated received August 14, 1986. The Subdivider shall
have the option of utilizing the alternate lot layout with a private
hammer-head driveway access shown for proposed Lots 15, 16 and 17 - as
detailed on the unlabeled plan consisting of one sheet, also prepared by
James Stedman & Associates, Inc~, Civil Engineers/Surveyors, and dated
received August 14, 1986. Site Development Review for the proposed
residential structures, Final Grading Plan and slope landscape and
irrigation treatment for this project shall be secured prior to the
recordation of the Final Map for this subdivision.
2. Except as may be specifically provided for within these Conditions of
Approval, the development shall comply with City of Dublin Site
Development Review Standard Conditions.
3. Except as may be specifically provided for within these Conditions of
Approval, development shall comply with City of Dublin Police Services
Standard Residential Building Security Requirements.
4. Approval of this Tentative Map is for two and one-half years as is
specified in Section 8-2.9 of the Subdivision Ordinance.
5. Minimum dimensional criteria for the single family residential units
established in this project shall be as follows:
A.
B.
Front yards
Side Yards
20-foot minimum
8-foot minimum flat and useable
16-foot minimum aggregate flat and useable
12-foot mlnlmum street side sideyard with 7-
foot minimum flat and useable
20-foot minimum with IS-foot minimum to be flat and
useable.
55' x 90' minimum, with the 55' width measured at
the front setback line and carried through to the
rear of the lot. (Lots #4 - #7 may utilize a pad
with an average depth of 90'.)
C.
Rear Yards -
.D.
Pad Areas -
E. Rearyard Useable Areas - 1,350 square foot minimum (measured from
the rear face(s) of the respective residential structures to the
adjoining toe or top of slope).
-2-
In addition to the above, a majority of the two-story units built in
this project shall observe an additional front yard setback requirement
whereby the building face of the second story shall observe a minimum
setback of an additional five feet ~ from the building face of the
garage. Two-story units shall generally avoid use of shed-type roof
designs, but rather shall generally utilize roof designs which serve to
mitigate possible visual impacts resulting from the height of the units.
ARCHEOLOGY
6. If, during construction, archaeological remains are encountered,
construction in the vicinity shall be halted, an archaeologist
consulted, and the City Planning Department notified. If, in the
opinion of the archaeologist, the remains are significant, measures, as
may be required by the Planning Director, shall be taken to protect
them.
BONDS
7. Prior to release by the City Council of the performance and labor and
materials securities:
a. All improvements shall be installed as per the approved Improve-
ment Plans and Specifications.
b. All required landscaping along and/or within public streets shall
be installed and established.
c. An as-built landscaping plan for landscaping along and/or within
public streets prepared by a Landscape Architect, together with a
declaration that the landscape installation is in conformance with
the approved plans.
d. The following shall have been submitted to the City Engineer:
1) An as-built grading plan prepared by a registered Civil
Engineer, including original ground surface elevations, as-
graded ground surface elevations, lot drainage, and
locations of all surface and subsurface drainage facilities.
2) A complete record, including location and elevation of all
field density tests, and a summary of all field and
laboratory tests.
3) A declaration by the project Geologist or Soils Engineer
that all work was done in accordance with the recommen-
dations contained in the soil and geologic investigation
reports and specifications, and that continuous monitoring
was performed by a representative of the Soils Engineer.
4) A declaration by the project Civil Engineer or Land Surveyor
that the finished graded building pads are within + 0.1 feet
in elevation of those shown on the grading plan (or to any
approved modified grades).
DRAINAGE
8. Drainage facilities for this subdivision shall be provided as required
by the City Engineer.
9. Roof drains shall be tied into the storm drain system in a manner
approved by the City Engineer.
10. A minimum of 12" diameter pipe shall be used for all public storm drains
to ease maintenance and reduce potential blockage.
11. Where storm overflows would flow through lots rather than follow the
street, the storm drain system shall be designed for a major storm to
avoid the flooding of lots.
12. Side slope areas and rear slope areas shall be adjusted as determined
necessary by the City Engineer to accommodate the location of the
proposed storm drainage facilities and easement.
-3-
DEBRIS
13.
Measures shall be taken to contain all trash, construction
materials on-site until disposal off-site can be arranged.
Subdivider shall be responsible for corrective measures at
the City of Dublin.
debris, and
The
no expense to
14. The Subdivider shall keep adjoining public streets and driveways free
and clean of project dirt, mud, materials and debris, and clean-up shall
be made during the construction period, as determined by the City
Engineer.
EASEMENTS
15. Where the subdivider does not have easements, he shall acquire
easements, and/or obtain rights-of-entry from the adjacent property
owners for improvements required outside of the property. Original
copies of the easements and/or rights-of-entry shall be in written form
and shall be furnished to the City Engineer.
16. Existing and proposed access and utility easements shall be submitted
for review and approval by the City Engineer prior to the grading and
improvement plan. These easements shall allow for practical vehicular
and utility service access for all lots.
17. Public utility easements shall be established for the electric
distribution system and to provide for lines for the Telephone Company.
ENERGY
18. All units shall contain standard and currently available energy saving
devices, and shall be insulated in accordance with Title 24, State of
California Administrative Code. All buildings shall be designed to
comply with Title 24 Energy Regulations.
FIRE
19. The Subdivider is advised that DSRSD has determined that the subject
property is within the District's Third Zone Pressure Area and will have
to develop in accordance to the Third Zone Pressure Conditions of tying
to the Black Reservoir and construction of a new pumping facility.
20. All materials and workmanship for fire hydrants, gated connections, and
appurtenances thereto, necessary to provide water supply for fire
protection, must be installed by the Subdivider and conform to all
requirements of the applicable provisions of the Standard Specifications
of Dublin San Ramon Services District. All such work will be subject to
the joint field inspection of the City Engineer and Dublin San Ramon
Services District.
21. All dwelling units within the project shall incorporate smoke detectors
and spark arrestors on fireplaces.
22. Fire hyrdants at the locations approved by the DSRSD - Fire Department
shall be installed and operable, to the satisfaction of the DSRSD - Fire
Department, prior to combustible construction. Provision of raised blue
reflectorized pavement markers shall be made in the center of the
private vehicle accessways at each fire hydrant.
23. Each building and residence unit shall include a lighted, clearly
visible address.
FRONTAGE IMPROVEMENTS
24. Improvements shall be made, by the Applicant, along all streets within
the development and as required off-site, to include curb, gutter,
sidewalk, paving, drainage, and work on the existing paving, if
necessary, from a structural or grade continuity standpoint.
-4-
25. Betlen Drive shall be terminated with a "knuckle" cul-de-sac of a
design, location and side slope gradient determined acceptable to the
City Engineer prior to recordation of the Final Map. Access to the
DSRSD water tanks shall be provided for by the design of the new cul-
de-sac. The Subdivider eveloper shall initiate the necessary
abandonment proceedings to provide for the City's consideration of
abandoning the westernmost 35~ to 85~ feet off the right-of-way at the
terminus of Betlen Drive. The area, if abandoned, shall be incorporated
into the subject development (in part or in totality) to allow the
project grading plan for the area above the planned cul-de-sac to be
developed with rounder slopes yielding smoother transitions into natural
surrounding grades.
GRADING
26. Grading of the Valley Christian Center property shall be subject to
review and approval by the City Engineer prior to the recordation of the
Final Map and shall be modified as determined necessary to provide
rounded slopes of varying gradients to create a more natural appearance
and to avoid a man-made appearance.
27. Maintenance of the drainage ditch to be constructed at the base of the
proposed cut slope on the Valley Christian Center property shall be the
responsibility of the respective property owners.
28. Documentation shall be provided that a recorded agreement has been
formulated between the Subdivider and the adjoining Valley Christian
Center property which establishes the respective ongoing responsibili-
ties for the maintenance and upkeep of the proposed cut-slope and the
accompanying drainage facilities serving that slope.
29. The six foot minimum height architectural-soundwall called for in
Condition #43 shall be provided either at the property line or at the
top of slope of Lots #16 through #19 to aid the screening of the
proposed development from view from the 1-580 traffic corridor. Prior
to the recordation of the Final Map, the Subdivider shall document that
the necessary design changes to the future lots in this subdivision have
been made by way of the selection of unit types to be placed on the
respective lots (as regards building footprint and building height), the
use of project landscaping and site grading to assure that structures
developed on these lots will not be visible from the adjoining 1-580
taffic corridor or will appear above the City's southwestern ridgeline
as viewed from the City's major arterials lying to the east of the site.
Prior to the recordation of the Final Map, the Subdivider shall prepare
and submit the necessary project sections verifying that this Condition
will be met.
30. The Subdivider shall document that a diligent effort has been made to
secure the necessary approvals to perform off-site grading to provide a
smooth transition of slopes at the intersection of the rearyard slope of
Lots 2, 3 and 4 of Tract 4929 and proposed Lots 7, 11, 12, 14, 15 and 16
of the subject property.
31. Cut or fill slopes of a height greater than four feet, which are
proposed to be established adjoining existing or proposed public right-
of-ways, shall be redesigned to observe a flat and level area of a
minimum depth of five feet as measured from the back edge of the
sidewalk. That setback shall be increased as necessary for the corner
areas of Lot #1 to observe the City's Sight-Distance Setback
Requirements.
32. Prior to any grading of the site, a detailed plan covering grading
(including phasing), drainage, water quality, erosion and sedimentation
control for construction and the post-construction period shall be
prepared by the project Civil Engineer and/or Engineering Geologist, and
shall be submitted for review and approval by the City Engineer. Said
plans shall include detailed design, location, and maintenance criteria
of all erosion and sediment control measures. The plans shall attempt
to assure that no increase in sediment or pollutants from the site will
occur. The plan shall provide for long-term maintenance of all
permanent erosion and sediment control measures. Toes of fills and tops
of banks shall be locates as required by the City Engineer.
-5-
33. All foundation design, grading operations and site construction work
shall be consistent with the recommendations of a site specific soils
report prepared for this project. Said report shall be submitted for
review by the City Engineer. This report shall address the potential
presence of springs on the site or on the adjoining portion of the
Valley Christian Center property which will be impacted by this project.
34. Where soil or geologic conditions encountered in grading operations are
different from that anticipated in the soil and geologic investigation
report, or where such conditions warrant changes to the recommendations
contained in the original soil investigation, a revised soil or geologic
report shall be submitted for review by the City Engineer. It shall be
accompanied by an engineering and geological opinion as to the safety of
the site from hazards of land slippage, erosion, settlement and seismic
activity.
35. Prior to commencement of construction of any structures, site grading
shall conform with the recommendations of the project Soils Engineer, to
the satisfaction of the City Engineer. A declaration by the Soils
Engineer that he has supervised grading and that such conformance has
occurred shall be submitted.
36. Prior to final preparation of the sub grade and placement of base
materials, all underground utilities shall be installed and service
connections stubbed out behind the sidewalk. Public utilities, Cable
TV, sanitary sewers, and water lines shall be installed in a manner
which will not disturb the street pavement, curb,-gutter and sidewalk
when future service connections or extensions are made.
37. Any grading on adjacent properties will require recorded written
approval of those property owners affected.
HANDICAPPED ACCESS
38. Handicapped ramps shall be provided as required by the State of
California Title 24 and/or as determined necessary by the City Engineer.
IMPROVEMENT PLANS, AGREEMENTS AND SECURITIES
39. All improvements within the public right-of-way, including curb gutter,
sidewalks, driveways, paving and utilities, must be constructed in
accordance with approved standards and/or plans.
40. Prior to filing for building permits, precise plans and specifications
for street improvements, grading, drainage (including size, type and
location of drainage facilities both on- and off-site) and erosion and
sedimentation control shall be submitted and subject to the approval of
the City Engineer.
41. The subdivider shall enter into an Improvement Agreement with the City
for all public improvements. Complete improvement plans, specifications
and calculations shall be submitted to, and reviewed by, the City
Engineer and other affected agencies having jurisdiction over public
improvements prior to execution of the Improvement Agreement.
Improvement plans shall show the existing and proposed improvements
along adjacent public street(s) and property that relate to the proposed
improvements. All required securities, in an amount equal to 100% of
the approved estimates of construction costs of improvements, and a
labor and material security, equal to 50% of the construction costs,
shall be submitted to, and approved by, the City and affected agencies
having jurisdiction over public improvements, prior to execution of the
Improvement Agreement.
NOISE
42. Prior to issuance of building permits, the Subdivider shall submit the
appropriate documentation through preparation and submittal of a site-
specific acoustical study to demonstrate that all proposed development
shall meet or exceed applicable State and Local noise attenuation
requirements.
-6-
43. Prospective purchasers or residents of the lots proposed on the southern
perimeter of the project shall be supplied with a written document, as
applicable, indicating that exterior sound levels of between 65-75 CNEL
may be present due to traffic noise generated from Interstate 580 and/or
that construction of the units were required to be of a nature to assure
that interior noise levels do not exceed the 45 CNEL with a window-
closed situation.
44. The Subdivider shall construct a mlnlmum 6-foot high masonry sound-
architectural wall along the southern perimeter of the property (500~
feet) and along the southerly section of the western perimeter of the
property (100+ feet).
45. Sound-rated windows (Sound Transmission Class to be determined by the
acoustical study required in Condition #41) shall be provided for all
dwelling units where the sound-architectural wall is determined
inadequate to provide noise attenuation to assure interior noise levels
do not exceed the 45CNEL level with a windows-closed situation.
PARK DEDICATION
46. Park land dedication fees shall be paid prior to the issuance of
building permits or prior to recordation of the Final Map, whichever
occurs first. The City Engineer shall calculate the in-lieu fee based
upon the Subdivision Ordinance. For in-lieu fee calculation purposes,
the preliminary park dedication land required is approximately 0.275
acres (0.011 acres/dwelling unit X 25 lots). Final calculations shall
be made by the City Engineer at the approval of the Final Map.
STREETS
47. The mlnlmum uniform gradient of streets shall be 0.5% and 1% on parking
areas, and 2% on soil drainage. The street surfacing shall be asphalt
concrete paving. The City Engineer shall review the project's Soils
Engineer's structural design. The subdivider shall, at his sole
expense, make tests of the soil over which the surfacing and base is to
be constructed and furnish the test reports to the City Engineer. The
subdivider's Soils Engineer shall determine a preliminary structural
design of the road bed. After rough grading has been completed, the
Subdivider shall have soil tests performed to determine the final design
of the road bed and parking areas.
48. An encroachment permit shall be secured from the City Engineer for any
work done within the public right-of-way of Betlen Drive where this work
is not covered under the improvement plans.
UTILITIES
49. Electrical, gas, telephone, and Cable TV services, shall be provided
underground to each lot in accordance with the City policies and
existing ordinances. All utilities shall be located and provided within
public utility easements, sized to meet utility company standards, or in
public streets.
50. Prior to filing of the grading and improvement plans, the Subdivider
shall furnish the City Engineer with a letter from Dublin San Ramon
Services District (DSRSD) stating that the District has agreed to
furnish water and sewer service to the development.
51. Secure DSRSD agreement to maintain the on-site sanitary sewer collection
system excluding individual laterals. The system shall be designed as
acceptable to DSRSD.
52. All utilities to and within the project shall be undergrounded.
53. Prior to final preparation of the subgrade and placement of base
materials, all underground utility mains shall be installed and service
connections stubbed out beyond curb lines. Public utilities and
sanitary sewers shall be installed in a manner which will not disturb
the street pavement, curb, and gutter when future service connections or
extensions are made.
-7-
WATER
54. Water facilities must be connected to the DSRSD system, and must be
installed at the expense of the Subdivider in accordance with District
standards and specifications. All material and workmanship for water
mains, and appurtenances thereto, must conform with all of the
requirements of the officially adopted Water Code of the Distict, and
will be subject to field inspection by the District.
55. Comply with DSRSD, Public Works requirements, particularly regarding:
a. The elevation of the storm drain relative to the sewer lines.
b. The location of the sewer man-holes. They shall be in parking or
street areas accessible by District equipment.
c. Dedication of sewer lines.
d. Location and design of the water system values.
56. The project shall incorporate all reasonable water conservation measures
including water conservation appliances and separate metering of gas for
hot water heaters. The project Architect or Civil Engineer shall
provide a letter to the Planning Director or Building Inspector stating
that water conservant toilets, shower heads and automatic dishwashers
with low flow cycles will be installed in the units in this project.
MISCELLANEOUS
57. The Subdivider shall contribute $250.00 per dwelling unit towards future
traffic improvements along Dublin Boulevard, west of San Ramon Road to
mitigate traffic impacts for this project.
58. Copies of the project plans, indicating all lots, streets and drainage
facilities, shall also be submitted at 1" = 400-ft. scale, and
1" = 200-ft. scale for City mapping purposes.
59. Maintenance of common areas including slope area tree landscaping,
graded slopes, erosion control plantings and drainage, erosion and
sediment control improvements, shall be the responsibility of the
Subdivider during construction stages, and until final improvements are
accepted by the City, and the performance guarantee required is
released.
60. There shall be compliance with DSRSD Fire Department requirements, Flood
Control District requirements, and Public Works requirements. Written
statements from each agency approving the plans over which it has
jurisdiction shall be submitted to the Planning Department prior to
issuance of building permits on lots of the subdivision or the
installation of any improvements related to this project.
61. Unit address information and directories shall be provided to the
satisfaction of the DSRSD - Fire Department, Postal Services, and Dublin
Planning Department.
62. The Subdivider shall be responsible for the installation of street light
standards and luminaries with the design, spacing and locations subject
to approval by the City Engineer.
63. The subdivider shall furnish and install street name signs, in
accordance with the standards of the City of Dublin, bearing such names
as are approved by the Planning Director. The subdivider shall furnish
and install traffic safety signs in accordance with the standards of the
City of Dublin. Addresses shall be assigned by the City Building
Official.
-8-
64. Street trees, of at least a IS-gallon size, shall be planted along the
street frontages. Trees shall be planted in accordance with a planting
plan, including tree varieties and locations, approved by the Planning
Director. Trees planted adjacent to sidewalks or curbs shall be
provided with root shields. A minimum of an average of two street tree
per lot shall be planted. In addition to the street trees, the
Subdivider shall be responsible for one additional tree per lot to be
planted within the front yard area of each respective lot.
65. A current title report and copies of the recorded deeds of all parties
having any record title interest in the property to be developed and, if
necessary, copies of deeds for adjoining properties and easements
thereto, shall be submitted at the time of submission of the grading and
improvement plans to the City Engineer.
66. Any relocation of improvements or public facilities shall be
accomplished at no expense to the City.
67. The Subdivider shall confer with local postal authorities to determine
the type of mail receptacles that are to be utilized for this project
and provide a letter stating their satisfaction prior to the issuance of
building permits.
68. Information detailing the design, location and materials of all fencing,
and of retaining walls over two feet in height, shall be subject to
review and approval by the Planning Director prior to the approval of
the Final Map. The proposed design of perimeter fencing (with the
exception of fencing along the south side of the project which shall be
a masonry sound-architectural wall) shall be modified from the proposed
"good-neighbor" fence design (submitted in conjunction with PA 86-010)
to a design which will provide a low maintenance fence with a more
substantial appearance and design. The Subdivider shall be responsible
for the installation of the rear and sideyard fences throughout the
subdivision.
69. Slopes for areas adjoining both public and private roadways shall be
designed to maximize the level areas available for landscape treatment
and for general safety consideration and shall be subject to review and
approval by the Planning Director prior to the approval of the Final
Map.
70. Signs established at the entrance to the project for identification
purposes, if proposed, shall be subject to review and approval by way of
a separate Site Development Review application to determine sign
location, copy construction materials and design.
71. The project shall be constructed as approved. Minor modifications in
the design, but not the use, may be approved by Staff. Changes to the
proposed finished floor elevations and site grading for the proposed
single family residential lots shall not exceed a maximum deviation of
five feet from the pad elevations indicated on the Revised Tentative
Map, Preliminary Grading and Development Plan Submittal, dated received
by the Dublin Planning Department August 14, 1986 (or the alternate
lotting pattern dated received that same date).
72. All physical improvements shall be in place prior to occupancy of any
unit in the project. If occupancy within the project is requested to
occur in phases, all physical improvements shall be required to be in
place prior to occupancy except for items specifically excluded in a
Construction-Phased Occupancy Plan approved by the Planning Department.
No individual unit shall be occupied until the adjoining area is
finished, safe, accessible, provided with all reasonable expected
services and amenities, and completely separated from remaining
additional construction activity. Any approved Construction-Phased
Occupancy Plan shall have sufficient cash deposits or other assurances
to guarantee that the project and all associated improvements shall be
installed in a timely and satisfactory manner. At the request of the
Planning Director, written acknowledgements of continuing construction
activity shall be secured from the property owners and any and all
occupants for the portions of the project to be occupied, and shall be
-9-
filed with the Planning Department. Said acknowledgements for a
subdivision shall be part of the settlement documents between the
Subdivider and buyer.
73. Detailed planting plans shall be developed and submitted for review and
approval by the Planning Director for the four open space slope areas
identified as follows: Area 1 - slopes between Betlen Drive and the pad
areas of Lots #1, #3, #4 and #5; Area 2 - slopes between Lots #7 - #9
and #10 and #11; Area 3 - slopes between the 1-580 right-of-way and the
pad areas of Lots #16 - #19; and Area 4 - new cut slopes on the Valley
Christian Center property. Tree planting within Areas 1, 2 and 3 shall
be at a planting ratio of one tree @ 1,500~ square feet or an alternate
standard approved through a Site Development Review process. Tree
planting within Area 4 shall be at a planting ratio of one tree @ 2,000+
square feet. Trees in all four areas shall be a minimum five gallon -
size. The Subdivider shall enter into a maintenance agreement providing
for the care and upkeep of the trees planted in the two referenced slope
areas for a minimum period of two-years following their installation.
74. Physical improvements that must be in place prior to final inspection
and occupancy of any units shall include, but not be limited to the
following items:
A. Storm drainage facilities shall have been installed as approved by
the City Engineer.
B. Fire protection devices shall have been installed, be operable,
and conform to the specifications of and inspections by the Dublin
San Ramon Services District Fire Department.
C. Cable TV hook-up shall be provided to each unit.
D. Street name signs, bearing such names as are approved by the
Planning Director, shall have been installed.
75. As-built drawings showing the locations of all underground utilities
(water, storm and sanitary sewer, gas, electric, telephone and cable TV)
shall be provided to the City.
76. Should occupancy of the units in the project be phased:
77. Development shall comply with the City Engineer's requirements outlined
in the memorandum dated August 25, 1986.
A. The undeveloped area shall be maintained as acceptable to the
DSRSD - Fire Department and shall be kept free of trash and
debris.
B. A road system of a design determined acceptable to the City
Engineer and the Planning Department shall be installed.
77. Construction and grading operations and delivery of construction
materials shall be limited to weekdays (Monday through Friday) and the
hours from 7:30 a.m. to 5:30 p.m., eexcept as approved in writing by the
City Engineer.
1986.
PASSED, APPROVED AND ADOPTED this 2nd day of September,
AYES:
NOES:
ABSENT:
Planning Commission Chairperson
ATTEST:
Planning Director
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GENERAL NOTES
OWNER:
PULTE HOME CORPORATION
NORTHERN CALIFORNIA DIVISION
4655 IRONSIDES DRIVE, SUITE 320
SANTA CLARA, CA 95054
SUBDIVIDER:
PULTE HOME CORPORATION
NORTHERN CALIFORNIA DIVISION
4655 IRONSIDES DRIVE, SUITE 320
SANTA CLARA, CA 95054
ENGINEER:
JAMES R. STEDMAN & ASSOCIATES, INC.
365 LENNON LANE, #100
WALNUT CREEK, CA 94598
RCE 17522
EXISTING ZONE: 10,000 S.F. MIN. (GENERAL PLAN DESIGNATION
54 UNITS ALLOWABLE)
PROPOSED ZONING: PLANNED DEVELOPMENT R-1
PROPOSED NO. OF LOTS: 25
MINIMUM LOT SIZE: 10,000
MAXIMUM LOT SIZE: .28,800
AVERAGE LOT SIZE: 12,220
COUNTOUR INTERVAL: EXISTING 2 FEET
PROPOSED 10 FEET
TOTAL AREA:
8.42 ACRES
EXISTING USE OF PROPERTY: VACANT
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PROPOSED USE OF PROPERTY: SINGLE FAMILY RESIDENTIAL
NATURE OF UEVELOPMENT:
PLANNED DEVELOPMENT
GAS AND ELECTRIC:
PG&E
WATER & FIRE:
DUBLIN SAN RAMON SERVICES DISTRICT
SEWER:
DUBLIN SAN RAMON SERVICES DISTRICT
ASSESSORS PARCEL NO.
941-115-14
BASIS OF BEARINGS:
TRACT 2534, PLEASANTON TOWNSHIP IN BOOK 49
MAPS 6-9. THIS BEARING N 82030'38. W
BETWEEN FOUND MONUMENTS
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July 2, 1986
Job No. 6067-85-00
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WRITTEN STATEMENT
The proposed project is a request to subdivide an existing 8.42 acre
vacant parcel into twenty-six (26) single family lots.
The project site is located at the end of Betlen Drive.
(See enclosed location map).
Thye division of the 8.42 acres into 26 single family lots (averaging
12,100 square feet) is consistent with the present zoning which
requires 10,000 square foot minimum and with the general plan
allowance of 54 lots.
The improvement of this vacant parcel is in harmony with the
surrounding residential character of the neighborhood and will
increase land values and tax revenue to the City.
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13. Proposed develop1O:ent schedule: beginning:Late, 1986complelion: Early, 1987
14.c. If residentiol: nUfOl6er'of new 'unils 26 ; number of existing units 0 . ;number of new
bedrooms 98 ; unit sizelg~~-;range of 0 sole prices or OrentSN/A ; type of
dwelling G]single fon:i1y 0 duplex 0 n:ultiple. . .
14.b. If commercial:
sales 'area
operotion
'scope of proiectD neighborhood, 0 cirYI 0 regio~cl
q!cj.fl. orD ccre; estimcted employment p~r shir~'
hours of
14. c. If industrial: m~tericls involved
hours of opera~ion'
. es'J'~-'e'< G,....~! -'r 11'-'
1 I h...... .... .......... OVflle~ per S IT I
. ,
14.d. If instituHona!: fOla'lor function
(',
estimcred occ::uponcy' .' '
,
; estimcted e!T\oloy;;'l~nl' oer s11 ifr
. .
; ,hours of opere rion .
15. Describe City per;.1'fsreq'~i';ed:.d 5itc:. 'Pevdofl"v\e~ 1Z.e.'.ri<.~; 0 VC.';;o..':"'L~';
o ActvY\;Y\l<;~five. (oY'd.i-noi-'A.({lse.. f,zY"Mitj 0 fZ.e~C\5srSl'~f.CY'.(n::ZOl'li",<;,'\-
. . ~ ~ '~J
D Plo..1,/\r.e.O. De.\Je,lopme>A-Tj D Ccl"C.i-nDV\cJ USe.. RI'I'v\Ii"; 0 '5'i~..... 0", l!j j
o o-H---e.. 'r
.-
.-
16. Descrioe other puSIi:: epprovcls re~uir~d: 0 unknown; [Eloc::! csenc:es;D regioncl
agencies; 0 s;~~,e agencies; 0 Federcl esenc:es; f;;;r water & sewer - Dublin
San Ramon service district.
CER,TlflCA TION
'J he're!:'y certify thet the informction submi~led is Irue end c:x.ed 10 toe bes~ or 1O:y k01owled::;e
lId ' r r . t' f' ,. , .r' E~ 'r" -'-I A 'I 1."
end be I ;eF.. un .ers~cna t;1:: r ne H'\e lrogS Ci' fi1IS j I'.' I .....nti"lelll\"'O sses:;~e!''tl opp y on y .0 r~e
d., J r
,proiec~ os escrJoec c:::o'/e.
SiS01:::~\Jre: :::Jt::.L-e~xL. Do~e: July 2, 1986
NC:70e (prinr or Iype):
Michael E. Milani (James R. Stedman & Associates, Inc.)
(AS eng~neer of work for Pulte Home Corporation)
'A-'J-
Development Services
P,O, Box 2340
Dublin. CA 94568
CITY OF DUBLIN
Planning/Zoning 829-4916
Building & Safety 829-0822
Engineering/Public Works 829-4927
REVISED MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL SIGNIFICANCE FOR:
PA 86-058 Pulte Homes Corporation - Betlen Drive Subdivision Map
(Tentative Map 5588) for proposed 25 single family residential dwelling
units.
(Pursuant to Public Resources Code Section 2100, et seq.)
LOCATION: The 8.4+ acre site is located in the southwestern corner of the
City of Dublin, consisting of Parcel A of Parcel Map No. 2795 and
fronting 700+ feet along the south side of Betlen Drive
(APN 941-115-14).
APPLICANT
AND REPRESENTATIVE:
Michael E. Milani
James R. Stedman & Associates
365 Lennon Lane, #100
Walnut Creek, CA 94598
PROPERTTY OWNERS:
Pulte Homes Corporation
4655 Old Ironside Drive, #320
Santa Clara, CA 95054
PROJECT DESCRIPTION: Subdivision Map application for a 25 lot single family
residential development (Tentative Map 5588).
FINDINGS: The project, as now proposed, will not have a significant adverse
impact on the environment. The mitigation measures outlined in the
Revised Initial Study of Environmental Significance dated August 28,
1986, document the steps necessary to assure that the subject project
will not have a significant adverse effect on the environment.
INITIAL STUDY: The Revised Initial Study of Environmental Significance dated
August 28, 1986, provides a discussion of the environmental components
listed below. Each identified environmental component has been
mitigated through project redesign or through binding commitment by the
applicant, as outlined in the Mitigation Measures Sections of the
Initial Study of Environmental Significance.
ENVIRONMENTAL COMPONENTS:
1. General Plan Policies and Zoning
2. Soils, Geology and Seismicity
3. Traffic Circulation
4. Noise
SIGNATURE:
Laurence 1. Tong
Planning Director
DATE:
ATTACHhENT ~
!71&Tff /II TTiI#ffiJ ;Veer, LJCC I
Development Services
P,O, Box 2340
Dublin, CA 94568
CITY OF DUBLIN
Planning/Zoning 829-4916
Building & Safety 829-0822
Engineering/Public Works 829-4927
August 28, 1986
Mr. Dick Steele
Pulte Homes Corporation
4655 Old Ironside Drive, #320
Santa Clara, CA 95054
RE: PA 86-058 Pulte Homes Corporation - Betlen Drive Subdivision Map
(Tentative Map 5588)
Dear Mr. Steele:
The revised application materials and environmental materials submitted for
your application, City File PA 86-058, have been reviewed concerning the
potential environmental impacts of the proposed 25-lot single family
residential project.
This data, and this Department's review of it, indicated that your project may
have the potential of creating significant environmental impacts if specific
mitigation measures are not incorporated into the project's design and
ultimate development.
By this letter be advised that, in light of the information submitted to date,
this Office cannot prepare a Negative Declaration of Environmental
Significance for this project. However, it is the position of this Office
that a Mitigated Negative Declaration may be possible and consistent with the
State of California Environmental Quality Guidelines. Section 15080(d) 2 of
the Guidelines allows a Mitigated Negative Declaration to be prepared instead
of an Environmental Impact Report where the significant effects of a project,
as identified in an Initial Study, are clearly mitigated to the point where it
is reasonable to find that the significance is no longer in effect.
In order for this Office to prepare a Mitigated Negative Declaration, the
project plans must first be revised to reflect changes that eliminate the
potential for the significant impact, and/or an enforceable committment from
the Applicant must be made that shows the specific mitigation measures that
will occur. The following changes to your project have been determined to be
necessary to permit this Office to prepare a Mitigated Negative Declaration of
Environmental Significance.
There are still four (4) areas of your project proposal which have been
identified as having the potential of creating significant environmental
impacts, as defined by CEQA:
ATTAC. Ut\.. ~r.P~... tiT. 3
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Mr. Dick Steele
August 28, 1986
Page 2
I. General Plan Policies & Zoning/Visual Resources
2. Soils, Geology, Seismicity
3. Traffic Circulation
4. Noise
If the project plans are received to incorporate the following features,
and/or if Pulte Homes provides binding agreement to provide the design
components as indicated below (or that achieve the same effect of the items
listed below), this Office will proceed with the preparation of a Mitigated
Negative Declaration of Environmental Significance.
I. General Plan Policies and Zoning/Visual Resources
a. Further adjustments to the proposed grading plan for the proposed
cut slope at the west property boundary shall be incorporated into
the project design to create a more natural appearance and to
avoid a man-made appearance (see Condition #26 of Draft Resolution
for Tentative Map 5588).
b. Project slopes along the south perimeters of the project shall be
intensively landscaped to provide a visual barrier of the proposed
development as viewed from the adjoining 1-580 traffic corridor.
A six foot minimum height architectural masonry soundwall shall be
supplied at the south end of the project. Additionally, the
building footprints and/or building heights for structures placed
on Lots #15 - #20 shall be of a design to assure that structures
developed on these lots will not be visible from the adjoining
1-580 traffic corridor (see Condition #29 of the Draft Resolution
for Tentative Map 5588).
2. Soils, Geology and Seismicity
A project specific Geological-Soils Investigation and Foundation Study
shall be prepared which expands upon the recommendations outlined in the
September 17, 1985, study prepared by Harding Lawson Associates entitled
"Geologic Evaluation for Feasibility Analysis Pulte Homes Residential
Development, Dublin, California", and the supplemental report by Peter
Kaldveer and Associates, Inc., dated April 9, 1986, entitled
"Preliminary Cut Slope Recommendations - Subdivision 5588" (see
Condition #33 of Draft Resolution for Tentative Map 5588). The Study
shall address in detail site grading (including phasing), slope
stability, drainage, water quality, and erosion and sedimentation
control for construction and post-construction periods.
Mr. Dick Steele
August 28, 1986
Page 3
3. Traffic Circulation
a. Donlon Way at Dublin Blvd.: A contribution of $250.00 per lot
shall be made towards street improvements along Dublin Boulevard
west of San Ramon Road to mitigate traffic impacts along Dublin
Boulevard which will be cumulatively aggravated by this project
(see Condition #57 of Draft Resolution for Tentative Map 5588).
b. Modification of the current terminus of Betlen Drive to establish
a "knuckle" cul-de-sac shall be the responsibility of the
Developer. Construction shall contain curb, gutter and other
necessary longitudinal drainage, paving, sidewalk, street lights
and street trees. Said construction shall also make provision of
driveway access to the D.S.R.S.D. water tank site (see Condition
#25 of Draft Resolution for Tentative Map 5588).
4. Noise
Due to existing and anticipated future noise levels along the adjoining
I-580 corridor, the single family residential structures developed in
conjunction with this project that may be affected by noise levels in
excess of residential noise standards shall be constructed to provide
the necessary sound attenuation to insure interior noise levels in
compliance with applicable standards as set forth by State and local
regulations. The sound-architectural wall along the south side of the
project shall be located to maximize its sound attenuation features.
These recommendations are made for environmental purposes only. The design,
engineering, and land use aspects of the project will receive additional
review. Recommendations regarding their merits will be prepared and
incorporated into a staff report to be presented to the Planning Commission
along with the environmental determination.
Please provide us with plans and information that gives us the assurance that
the potentially significant environmental aspects of the project have been
mitigated.
Questions concerning this matter may be directed to Kevin Gailey of this
office at (415) 829-4916 at your convenience.
Yours very truly,
Laurence L. Tong,
Planning Director
LLT/KJG/ao
cc: PA 86-058
Lee Thompson - City Engineer
Mike Milani, Stedman & Associates
V4I..L(Y
Cti;ltST!AN
CENTER
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Peter Holduel!r ond RS5utiotl!S, In[.
Geotechnical Consultants
425 ROLAND WAY, OAKLAND, CALIFORNIA 94621, 415/568-4001
~
April 9. 1986
K836-7, 08305
Pulte Home Corporation, Northern California Division
4655 Ironsides Drive, Suite 320
Santa Clara, California 95054
Attention: Mr. Michael Engle
RE: PRELIMINARY CUT SLOPE
RECOMMENDATIONS
SUBDIVISION 5588
DUBLIN, CALIFORNIA
Gentlemen:
In accordance with your request, we are providing preliminary slope
recommendations for the cut slope located along the western property line
of Subdivision 5588 located in Dublin, California. Our firm is currently
performing geotechnical engineering services for the project and have
completed the initial phase of our field investigation.
Based on our review of the information gathered to date we anticioate that
the cut slope will extend into sandstone bedrock materials. It is our
opinion that a slope with an inclination of 2 horizontal to 1 vertical will be
stable with respect to gross stability in these materials. Any slopes
greater that 25 feet high should incorporate horizontal benches at intervals
of no more than 25 feet vertically. The benches should be at least 10
wide and should have a two percent reverse slope gTadient.
The conclusions and recommendations presented in this letter are
preliminary in nature and, have been made in accordance with generally
accepted soil and foundation engineering principles <'.nd practices.
If you have any questions concerning this letter. please contact us.
Very truly yours,
?ri5E~AND
"
Ronald L. Bajuniemi
Vice President Engineer'
INC.
RLB:ms
Copies: Addresses (3)
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RECE"'-~ --:"\ 1 e
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September 17, 1985
17,579,001.03
Pulte Heme Corporation
Northern California Division
4655 Ironsides Drive, SUite 320
Santa Clara, California 95054
Attention: Mr. Don Filiatrault
\
Gentlemen:
Geologic Evaluation for
Feasibility Analysis
Pulte Homes Residential Development
Dublin, California
This report presents the results of our preliminary geologic evaluation
of a proposed residential development in Dublin, California. The site
occupies 10 acres in hilly terrain north of Interstate Highway 580 and
south of Betlen Drive.
As shown en the Geologic Reconnaissance I-4ap and Schematic Grading Plan,
Plate 1, the site is situated en a topograJ:hic bench. Cevelopment will
consist of 49 single-family homes. Cut slopes up to 30 feet high and
fill slopes up to 60 feet high will be censtructed to level and increase
the size of the bench. Cut 8nd fill slopes will be inclined at 2:1
(horizontal to vertical). A new roadway extending southward from Betlan
Drive will be constructed across t~e western portion of the property nesT
the toe of a cut slope.
Tne PJIpose of our investigation was to evaluate the ~eologic conditions
and identify any geologic and seismic hazards in the vicinity of the
Engineers
Geologists &
GeophYSIcists
7655 Redwood Blvd
PO, Box 578
Novato, CA 94948
Telephone
415/892-0821
Telex 340523
Alaska
California
HawaII
Ne',ado
Texas
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Septerrber 17, 1985
17 ,579,001. 03
Pulte Home Corporation
Mr. Don Filiatrault
Page 2
Harding Lawson A"zccl.at..s
~
development. OUr scope of work was limited to a site reconnaissance and
review of published literature regarding the property and vicinity per-
formed by our engineering geologist. Subsurface exploration and labora-
tory testing were not included.
SITE aJliJInONS
The site is located along the eastern slope of a ridge with gentle to
moderately steep slopes. Elevatiorc are in the range of 580 and 660
feet. Residential developments surround the site on three sides, includ-
ing the Valley Christian Center to the west. Cut slopes north of Dublin
Road and Interstate Highway 580 border the site on the south. The small
ravine in the central portion of the property was previously used as a
borrow pit. Vegetation consists of dense grass and weeds with scattered
trees and brush in the ravine wi thin the central portion 0 f the property.
Bedrock exposed within the site consists of mass{ve, occasionally to
moderately fractured sandstone. Where exposed within the central ravine
cut slopes, the sandstone is moderately weathered and contains inter-
bedded siltstone and shale. Within other scattered exposures throughout
the site, similar sandstone is exposed but is locally cemented, harder,
and fossiliferous.
Except where the sandstone is exposed, it is covered by expansive natural
clayey soils. These soils comnonly exhibit shrinkage crac1.<s at the
ground surface which result fran changes in moisture content. runmocky
areas probably resulting from downhill creep of expansive soils were
noted in the areas indicated en Plate 1. However, no active landslides
we!~ observed. Fill deposits consisting of lar~e sandstone bo~lders and
loose soils are scattered along the north and west portions of the'site.
A natural spring and other areas of seasonal seepage were observed at the
locations indicated on Plate 1.
SEISMICITY
The property lies within a tectonically active region in which numercus
historical earthquakes have occurred. Major active faults in the region
are capable of generating future earthquakes and strong shaking at the
site. These include the Calaveras fault, 3/4-miles east, the Hayward
fault, 7 miles southwest, and the San Andreas fault, approximately 24
miles southwest (Jennings, 1975). Other active faults exist in the
region but generally lie more distant or have less potential for streng
shaking at the site.
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17 ,579 ,001. 03
Pulte Home Corporation
Mr. Don Filiatrault
Page 3
Hardlnll LJlw"on AS:5oc!",,~"$
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Field observations and review of published geologic literature indicate
there are no potentially active faults through or very close to the prop-
erty (I-lart, 1981). However, stroog earthquakes 00 the active faults .
noted above possess the potential for seismically induced ground failure
such as landsliding, surface cracking, and subsidence.
CONCLUSIONS AND RECOMMENDATIONS
Based on our investigation, we conclude that the site is suitable for the
proposed development from a geotechnical standpoint. C~ologic hazards as
~ell as soils and foundation problems are present; however, we believe
that all are of a type that can be effectively mitigated by conventional
geotechnical engineering 'techniques. '
Satisfactory slope performance can generally be provided by the use of
relatively flat slopes, as planned, and throogh careful control of sur-
face rmoff and installation of subsurface drains in seepage areas.
Where existing loose fills or soft soil zones are not removed by ~~e
grading, they should be removed and replaced with well-compacted fills
~here they could otherwise adversely affect the planned cut or fill
slopes. Such corrective work should be performed in the soil creep zones
to be filled, or elsewhere as indicated by the results of subsurface
investigation.
Satisfactory support for the light residential foundation loads can be
achieved by the use of conventional shallow spread footings bottomed in
firm soils or rock, or short drilled pier and grade beam foundations in
expansive soil or fill areas. Foundation design should be based upon the
results of a comprehensive geotechnical investigation including subsur-
face investigation by test borings.
All of the construction should be desiQled and constructed to resist
strong earthquake shaking.
When your plans are more advanced, we should review the site aradina and
building layout in order to formulate ~"e scope of further geOtechnlc3~1
investigation for design purposes.
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September 17, 1985
17,579,001.03
Pulte Home Corporation
Mr. Don Filiatrault
Page 4
Har<llnll Lawson A",socl..b,.
~
Plate 1 and a reference list are is attached and complete this report.
Please call if you have questions.
,Yours very truly,
HARDING LAWSON ASSOCIATES
~~.~
Timothy G. Bodkin, ..It r-:"
Project Geologist
E. C. Winte~~lder, (j~
EngineeringTG;ologist - 272
ED/lbt
Attachments:
Plate 1
Reference List
2 copies submitted
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Reference List
Dibble, T. W., Jr., 1980, Preliminary geologic map of the Dublin Quadranglz,
Alameda and Contra Costa Counties, California: U.S. Geological Survey
Open-File Report 80-537.
Jennings, C. W.,1975, California Division of Mines and Geology; Fault Map
of California.
Hart, E. W., 1981, Calveras and Verena faults, OJblin Quadrangel j CalifornIa
Division of Mines and Geology Fault Evaluation Report FER-lOB, 22 p.
(unpublished report on file at San Francisco District Office.'
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:REcelYE
APR'D 1986
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DUBLIN PLANNING
DUBLIN PLANNING
.
:IlIey Christian Center
883 Dublin Boulevard . Dublin, California 94568
April 8, 1986
City of Dublin
Dublin, California
To Whom It May Concern:
We have reviewed the tentative map and grading plan prepared by
Pulte Homes that requires a grading easement on our property.
We have no problem with the slope grading at a 2:1 ratio and
eight foot horizontal benches.
Prior to any grading taking place, a forillal agreement will be
entered into on all matters regarding our two properties and
the water system between Valley Christian Center and Pulte
Homes.
Sincerely,
~J~
Ward Tanneoc':-";j
Senior Pastor
VALLEY CHRISTIAN CE::-1TER
l'iHT/dg
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MEMORANDUM
Date:
August 25, 1986
To:
Senior Planner
From:
City Engineer
Subject:
Tentative Map 5588
I. All lot pads shall drain to their own street frontage.
2. Each driveway shall have a maximum average slope which is less than or equal
to 14%.
3. A concrete
16 through 20.
"A" Street.
drainage ditch shall be constructed along the rear lot lines of Lots
A storm drain shall connect the ditch to the proposed storm drain in
4. The proposed cul-de-sac knuckle on Betlen Drive shall be approximately centered
at "A" Street.
5. The Tentative Map should be revised to show the following:
a. The existing right-of-way line on the north side of Betlen Drive.
b. The ownership of the property adjacent to Lots 16 through 19.
c. Dublin Blvd., where "Interstate 580" is shown.
d. The Dublin City Limit lines.
6. The subdivider shall show that they have permission to construct the proposed
concrete V-ditches on the church property. They shall also show that the Valley
Christian Center Church will maintain these ditches or indicate who will n~intain
them.
7. The concrete V-ditch in Lots 4 and 5 shall be extended across Lots 1 and 3.
8. Contribute $250.00 per dwelling unit towards future traffic improvements along
Dublin BlVd., west of San Ramon Road, to help mitigate traffic impacts from this
project.
9. Where storm overflows would flow through lots rather than follow the street, the
storm drain system shall be designed for a major storm to avoid the flooding of lots.
10. The cul-de-sac bulbs shall have a curb-to-curb diameter of 70 feet and a right-
of-way to right-of-way diameter of 82 feet.
11. Prior to grading permit issuance the developer shall obtain written permission
for proposed grading which is outside the boundary of the subdivision.
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PACIFIC GAS AND ELECTRIC COMPANY
I.P CGr~IE
-l-
I
998 MURRIETA BOULEVARD
~
LIVERMORE. CALIFORNIA 94550
L, R, (LOU) HOLVECK
MANAGER - LIVERMORE
February 17, 1986
RECEIVED
FEB 2 0 1986~
DUBLIN PLANNING
City of Dublin
Planning Department
P. O. Box 2340
Dublin, CA 94568
Attention: Kevin Gailey
The tentative map for the proposed subdivisioQ #5588 of Dublin (Pulte Home
Corporation) has been received and reviewed by this office.
-
Public utility easements will be required for the electric distribution system.
When the exact locations of the easements have been determined by Pacific Gas
and Electric Company and the Pacific Telephone Company, that information will
be given to the developer for inclusion on the final map.
We wish to point out that any poles or facilities located in the intersection
of proposed streets with existing streets, or any poles within the subdivision
or otherwise so located that the subdivider, or such other person, desires
their location changed, such change will be made only at the expense of the
person making such request.
RLM:hme
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DUBLIN SAN RAMON SERVICES DISTRICT
FIRE DEPARTMENT
HEADQUARTERS STATION
9399 Fircrest Lane
San Ramon, California
7051 Dublin Boulevard
Dublin, California 94566
Telephone:
829-2333
August 26, 1986
::GCEiVED
AUG 271986
DUBliN PLANNING
City of Dublin
P. O. Box 2340
Dublin, CA 94568
Attention: Mr. Kevin J. Gailey
Senior Planner
Dear Kevin:
In regards to file number PA 86-058, single family residential
development, this department has no objections to the development
of this site insofar as the following comments are complied with.
1. Access to the area will meet required allowances as long
as no on-street parking is permitted on the minor residential
street or on the cul-de-sac streets.
2. Hydrants will need to be placed at required locations.
3. Water pressure and supply must be adequate to supply
water to emergency personnel in event of an emergency
situation.
If you have any questions in reference to this letter, please feel
free to contact me.
Sincerely,
~--) / ,-;~ " /, L-.
_____.. ~ I
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'~~~.:;;- ,
Tonya L. Snyder
Fire Inspector
TLS/jlc
Enclosure
CITY OF DUBLIN
P.O. Box 2340
Dublin. CA 94568
REVISED PLANS
APPLICATION REli'ERRAL
RECEiVED
AUG 271986. (415) 829-4600
DUBLIN PLANNING
August 19, 1986
FILE NO. PA 86-058 Pulte Home Corporation - Stedman & Associates
Tentative Map 5588 (Supersedes previous Rezoning and
Tentative Map submittals filed under PA 86-010)
TO: Paul Ryan, General Manager - DSRSD
Phil Phillips, Fire Department -DSRSD :c>>
Gas & Electric ..no = :0
Pacific !'T1::: (;")
Viacom Cable TV ::0 -::C' r--... fT1
<:-
Pacific Bell -:J -'-_ C)
Livermore/Dublin Disposal Service ,.. W '11
:-^ ....
Zone 7, Alameda County Flood Control & J'
:;::.:: r <
Water Conservation District :..., .:.:::: ~
.....~ tII III
Cal-Trans ;;:;3: ':.c
Lee Thompson, City Engineer ':=;r.:; - a
:";:z: ex:
Vic Taugher, Building Official en
Tom Shores, Police Services
FROM: Kevin J. Gailey, Senior Planner ~
PROJECT DESCRIPTION: Tentative Map request ~ the proposed development of an
8.95 acre parcel into a 26-lot single family residential development. Subject
property fronts 700+ feet along the south side of Betlen Drive, approximately
125 feet northwesterly of the intersection of Dillon Way and Betlen Drive.
ATTACHED FOR YOUR REVIBv ARE:
- Revised Tentative Map/Preliminary Grading Plan
- Area Maps
PLEASE RETURN THIS FORM WITH COMMENT TO DUBLIN PLANNING BY:
August 27, 1986
.
.'
a..r- 7
DUBLIN SAN
R 1\ 'i\ ;:J 0 ". ~.....,...: n. '\,..\,J..J 'C C 1'"'>
'LPdY~, ]'\4 ;:, 1:.n c j ~~
D1STR1CT
General Offices: 7051 Dublin Boulevard. Qublin, California 94563. (415) :328-05~5
Harch 24, 1986 ~
Mr. Kevin J. Gailey, Senior Planner
City of Dublin
Developrent Services
P.O. Box 2340
Dublin, CA 94568
f~ECtjVED
i.i/iR 2 C i986,
DUBLIN PLANNING
Subject: Application Referrals, Janumy and FebruaJ:)', 1986
Dear Mr. Gailey:
The District has comrents on the following application referrals:
1. File No. PA86-002 - Volvo Dealership - Koenig - dated
Janumy 15, 1986
The District requires the usual water, fire, and sewer fees prior
to construction of an 11,000 square foot auto dealership within the
existing Valley Nissan dealership corcplex. Please note that the District
WDuld require easerrents for additional fire nains and hydrants for this
project and other e.."<isting water and sewer mains within the C<JIt;:>lex.
2. File No. PA86-006 - Showbiz Pizza Rerrodel (Rod~e11' s
Restaurant) - Condie and Leone L"1terests, Ltd. - dated
Janumy 15, 1986
The proposed m:x:lification of the existing Shavbiz Pizza Place
,should not cause any additional costs for District services. Hcwever,
m:x:lifications to the backflow prevention device may be required behind
the wate:!:" rreters.
3. File No. PA86-007 - Nic.'landros - Workbench Shopping Center -
dated February 3, 1986
The District requires the usual water, fire and sewer fees prior to
construction of the four-building, 36,210 square foot retail corrplex at
San Rarron Road. Please note that the District would require easerrents for
new water and/or sewer rnains for this project. A site drawing, shewing
the various District utilities would be required for District approval.
-1(
4.--!'..ile No. ~e_6.:::.0l0 ,..;,' Pulte Harre Corporation - Tract 5388 -
dated FeoruaJ:)' 4 and March 13, 1986
The District is in contact with Stedrran & Associates of Walnut Creek
regarding the various concerns for water and fire services. '!his area is
;. ,;ri.-ir (:,:L _.~j~~;):'i' "c~; {:iF- ,l-lE 'j,/. r~ ~:,~ <,"L-:-,:.J'IL-~ . ,-'~\'. :~ ~'; ." ',:'
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".
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Mr. Kevin J. Gailey
March 24, 1986
Page 2
in the Third Zone Pressure Area and would have to be in confonnance to
the Third Zone Pressure conditions of tying to the Black Reservoir and
construction of a new pumping facility. The adjoining properties of
Valley Christian Center and the Hansen properties north of Hansen Drive
are involved with the total concept of irnproverrents to the Third Zone
system. In addition, pressure reducing regulators would be required for
all the lots in this project.
Yours very truly,
C\M~ ~~~
Emil Kattan
Assistant Civil Engineer
EK:dh
cc: D::mg McMillan, Office Engineer
~
STATE OF CALIFORNIA-BUSINESS AND TRANSPORTATION AGENCY
GEORGE DEUKMEJfAN. Gowrnor
DEPARTMENT OF TRANSPORTATION
BOX 7310
SAN FRANCISCO 94120
(41S1=.~ 923-4444
August 26, 1986
RECEiVED
AUG 28 1986
DUBLIN PLANNING
Mr. Kevin J. Gailey
Senior Planner
City of Dublin
P.O. Box 2340
Dublin, CA 94568
Dear Mr. Gailey:
Thank you for the opportunity to review and comment on Pulte
Home corporation Residential Development, File No. PA 86-
058.
Our response is indicated by those comments below:
The proposal is not in conflict with any existing or planned
State highway facilities.
The state currently has no funds programmed for any improve-
ments of this portion of the highway within the next five
year period.
The proposed development will generate traffic which, when
added to that of the other traffic generators in the area,
may tend to congest the highway. A traffic analysis should
be prepared indicating the effects that the traffic gener-
ated by the proposed development will have on adjacent State
highways or interchanges. This analysis should be submitted
to the undersigned for review.
A study should be made of the possible effect of freeway
traffic noise on future residents or occupants of the pro-
posed development. Any noise attenuation measures or de-
vices deemed necessary should be provided as part of the
development.
No work may be done within the State highway right of way
unless authorized by a state highway encroachment permit.
application for such a permit should be made to:
Permit Engineer
150 Oak Street
San Francisco,
Telephone (415)
CA 94102
557-1984
Kevin Gailey
Page 2
August 26, 1986
Please be advised that your Letter of Referral does not
substitute for the notice of Preparation for projects
requiring an EIR/EIS under CEQA/NEPA regulations. Also,
this informal Caltrans review letter does not constitute
consultation with the Responsible Agency required by CEQA if
either an EIR/EIS or a Negative Declaration is the appropri-
ate environmental document. Formal Responsible Agency con-
tact in the EIR/EIS process is accomplished through the
state Clearing House. Consultation contacts with Caltrans
are made through the District 4 CEQA coordinator, Mr. J. M.
Ellis. His address is P.O. Box 7310, San Francisco, CA
94120. Telephone 557-8532.
will regrading increase the amount of runoff draining toward
1-580? Care should be taken to prevent topsoil from washing
away and adversely affecting water quality during construc-
tion.
~~~
STEVE Q. C. LEE
Senior Transportation Engineer
Project Development C
CITY OF DUBLIN
Planning/Zoning 829-4916
Building & Safety 829-0822
Engineering/Public Works 829-4927
" Development Services
P:O, Box 2340
Dublin. CA 94568
REVISED PLANS
APPLICATION REFERRAL
~
June 19, 1986
R 'E eEl'! r: l)
fJUN 2 5 ',I;3Bb
DUBLIN pU"oI"::-. J
FILE NO. PA 86-058 Pulte Home Corporation - Stedman & Associates
Tentative Map 5588 (Supersedes previous Rezoning and
Tentative Map submittals filed under PA 86-010)
TO: Paul Ryan, General Manager - DSRSD
Phil Phillips, Fire Department -DSRSD
Pacific Gas & Electric
Viacom Cable TV
Pacific Bell
Livermore/Dublin Disposal Service
Zone 7, Alameda County Flood Control &
Water Conservation District
Cal-Trans
Lee Thompson, City Engineer
Vic Taugher, Building Official
~ Shores, Police Services
FROM: Kevin J.GaiQ~Senior Planner
PROJECT DESCRIPTION: -t;Jntatlve Map request for the proposed development of an
8.95 acre parcel into a 26-lot single family residential development. Subject
property fronts 70Qt feet along the south side of Betlen Drive, approximately
125 feet northwesterly of the intersection of Dillon Way and Betlen Drive.
ATTACHED FOR YOUR REVIB~ ARE:
_ Revised Tentative Map/Preliminary Grading Plan
- Area Maps
PLEASE RETURN THIS FOR~ WITH CO~~ffiNT TO DUBLIN PLANNING BY:
July 3, 1986
/"
(/ Passed with following notation:
'. Access to "V" ditch running east and west, common to lots 1 through 6 and 7 through 10
" should be protected. This area could be used as an escape route for burglars.
I Det/Sgt D. A. DiFRANCO #53~
, 6/21/86 v/j/r
t
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