HomeMy WebLinkAboutItem 3.33.3
TOWN OF LOS ALTOS HILLS April 14, 2005
Staff Report to the Planning Commission
RE: SITE DEVELOPMENT PERMIT FOR A NEW RESIDENCE; LANDS OF PHAN;
26231 Moody Road; #240-03-ZP-SD-GD.
FROM: Debbie Pedro, AICP, Senior Planner
APPROVED BY: Carl Cahill, Planning Director
RECOMMENDATION: That the Planning Commission:
Approve the requested Site Development Permit for the new residence, subject to the
recommended conditions in Attachment 1.
The subject property is located on the north side of Moody Road near the intersection of
Adobe Creek Lodge Road. The parcel was created as part of a 2 -lot subdivision in 2002
(Lands of Micheletti, TM124-00, December 5, 2002). Surrounding uses include single-
family homes on adjacent parcels to the east and west, across Chaparral Way to the north,
and across Moody Road and Adobe Creek to the south.
Existing development on the property includes a 1,612 sq. ft. bam and a driveway that
connects to the adjacent parcel at 26271 Moody Road. The applicant proposes to
demolish the bam and construct a new two-story residence with a basement and a
detached garage on the property.
CODE REQUIREMENTS
As required by Section 10-1.1103 of the Zoning Ordinance, this application for a new
residence has been forwarded to the Planning Commission for review and approval. The
Zoning and Site Development sections of the Municipal Code are used to evaluate new
residences including building siting, floor and development area limitations, grading,
drainage, height, setbacks, visibility, and parking requirements.
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Site Data:
Gross Lot Area:
1.98 acres
Net Lot Area:
1.64 acres
Average Slope:
27.1%
Lot Unit Factor:
1.04
Staff Report to the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page 2 of 11
Floor Area and Development Area -
Area (sq. ft.) Maximum Existing
Proposed Increase Remaining
Development 8,931 2,737
7,922 5,185 1,009
Floor 5,351 1,612
5,303 3691 48
Site and Architecture
The parcel is located on a moderately steep south -facing hillside with an average slope of
27.1%. A condition of tentative map approval for the subdivision (TM124-00, December
5, 2002) required an open space easement over the northern portion of the lot along
Chaparral Way where the slope exceeds 30%. A 0.25 -acre portion of the parcel is
separated from the rest of the site by Moody Road. This small, densely wooded parcel
abuts Adobe Creek and was also placed in an open space easement.
The applicant is requesting approval of a Site Development Permit to construct a 4,511
sq. ft. two-story residence with a 1,418 sq. ft. basement, and a 792 sq. ft. detached garage.
The new residence and detached garage meet the setback, height, floor area and
development area requirements established in Title 10, Zoning and Site Development, of
the Los Altos Hills Municipal Code. The new residence will be located a minimum of
44' from the south (front) property line, 72' from the east and west (side) property lines,
and 49' from the north (rear) property line. The maximum building height on a vertical
plane is 25'3" and the maximum building height (including chimneys and appurtenances)
is 28'. Proposed exterior materials include painted stucco exterior (dark tan), aluminum
clad wood windows (dark beige), and clay file roof (terra cotta).
The ground floor of the new residence has 2,787 sq. ft. of living area which includes a
foyer, living room, dining room, family room, kitchen, guest room, and a library. On the
west side of the house facing the detached garage, the family room opens out to a porch
with an open deck above. The second floor has 1,724 sq. ft. of living space and includes
four bedrooms and four bathrooms. The 1,418 sq. ft. basement which consists of a
bedroom, bathroom, game room, media room, and laundry room, is fully underground
and exempt from floor area calculations pursuant to Section 10-1.208 of the Municipal
Code. An enlarged basement lightwell is located on the east side of the building and
serves the dual function of an egress as well as a patio for the basement. The property is
not subject to the development restrictions in Section 7-5.05 (Flood Plain Management)
of the Municipal Code because it is not located within an area of special flood hazard or a
100 -year flood plain as identified by the Federal Insurance Administration or Federal
Emergency Management Agency (FEMA).
Staff Report to the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page 3 of I1
Driveway & Parking
The existing driveway which is connected to the adjacent parcel will be removed and
replaced with a new 14' wide driveway at the eastern end of the lot. A detached garage
will provide three (3) covered parking spaces with standard dimensions of 10' x 20'. One
(1) additional outdoor parking space is located southwest of the garage outside of the
required setbacks.
Outdoor Lighting
The applicant is proposing a total of nine (9) exterior lights on the house and garage.
Staff has included the standard condition of approval (#6) for outdoor lighting, requiring
that fixtures be down shielded, low wattage, and shall not encroach or reflect on adjacent
properties to mitigate visibility.
Trees & Landscaping
The site is primarily vegetated with grasses and low shrubs with clusters of oak trees
around the perimeter of the property. No trees will be removed as part of the site
development proposal. To ensure that all significant trees will be protected throughout
the construction period, staff has included condition of approval #4 requiring that the
trees within the vicinity of the construction be fenced for protection.
A landscape screening and erosion control plan will be required after final framing of the
new residence. Furthermore, any landscaping required for screening or erosion control
will be required to be planted prior to final inspection, and a maintenance deposit to
ensure viability of plantings will be collected prior to final inspection.
Grading and Drainage
Total grading quantities include 2,055 cubic yards of cut (basement, rear yard, and
garage) and 94 cubic yards of fill (driveway). The Engineering Department has reviewed
the proposed grading and concluded that it is not in conformance with the Town's
grading policy. Specifically, a slope cut between 4' to 10' (covering approximately 1,200
square feet of area) is proposed behind the new residence to create an 11' wide lawn area.
The additional grading will provide an outdoor living area behind the house that is generally
not visible from off site and the retaining walls will be terraced with a maximum height of 4'.
According to the Town's grading policy, the maximum allowable cut for decks and yards
is 4'. However, the Planning Commission has the discretion to approve grading levels
beyond standard requirements when the individual site dictates the need to deviate from
Staff Report in the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page 4 of 11
the criteria. If the Planning Commission approves the project as proposed, the
Engineering Department recommends conditions of approval which have been included in
attachment #1.
Pursuant to Section 10-2.503, Drainage Facilities Standards, of the Municipal Code, the
Engineering Department has determined that the proposed drainage design complies with
Town requirements. Storm water runoff generated from the new development will be
collected and carried by a 6" pipe to a bio -Swale. Additional runoff will be directed to a
20' x 36" retention basin south of the new driveway. The storm water runoff is then
metered out through a 2" restrictor pipe and released to a rock energy dissipator. The
applicant's engineer has provided a storm flow analysis and calculations showing that the
drainage improvements will mitigate impacts of the site development and the quantity
and flow rate of onsite surface runoff will not increase beyond the pre -development level.
The Engineering Department will review and approve the final drainage plan prior to
acceptance of plans for building plan check. Final "as -built" grading and drainage will be
inspected by the Engineering Department, and any deficiencies will be required to be
corrected prior to final inspection.
Fire Department Review
The Santa Clara County Fire Department is requiring standard conditions including
premise identification and a fire truck access driveway. The requirements are included as
conditions #22 and #23.
Committee Review
The Pathways Committee recommends dedication of a 10' pathway easement adjacent to
the property line along Moody Road on the south side of the property. (Condition #21)
The Environmental Design Committee recommends preservation of all oak trees around
the perimeter of the property (Condition#5).
CEOA STATUS
The project is categorically exempt under Class 3 of the State CEQA Guidelines
ATTACHMENTS
1. Recommended conditions of approval
2. Site Map
Staff Report to the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page 5 of 11
3. Recommendations from Environmental Design Committee dated January 15, 2004
4. Recommendations from Pathways Committee dated January 26, 2003
5. Recommendations from Cotton, Shires, and Associates dated January 15, 2004
6. Recommendations from Santa Clara County Fire Department dated February 7, 2005
7. Worksheets#1 and#2
8. Development plans: site, topographic, grading & drainage, floor, elevation, section,
roof, and lighting plans
cc: Gregg Phan Shad Shokralla
P.O Box 7232
Menlo Park, CA 94026
Staff Report to the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page 6 of 11
ATTACHMENT 1
RECOMMENDED CONDITIONS FOR SITE DEVELOPMENT PERMIT
FOR A NEW RESIDENCE WITH BASEMENT
AND DETACHED GARAGE
LANDS OF PHAN, 26231 MOODY ROAD
File # 240-03-ZP-SD-GD
A. PLANNING DEPARTMENT:
1. No other modifications to the approved plans are allowed except as
otherwise first reviewed and approved by the Planning Director or the
Planning Commission, depending on the scope of the changes.
2. Subsequent to final framing, a landscape screening and erosion control
plan shall be reviewed by the Site Development Committee. Particular
attention shall be given to plantings that will be adequate to break up the
view of the new residence from surrounding properties and streets. All
landscaping required for screening purposes or for erosion control (as
determined by the City Engineer) must be installed prior to final
inspection.
3. A landscape maintenance deposit (or certificate of deposit) in the amount
of $5,000 shall be posted prior to final inspection. An inspection of the
landscape to ensure adequate establishment and maintenance shall be
made two years after the installation. The deposit will be released at that
time if the plantings remain viable.
4. Prior to beginning any grading operation, all significant trees, particularly
the oak trees around the perimeter of the property, are to be fenced at the
drip line. The fencing shall be of a material and structure (chain-link) to
clearly delineate the drip line. Town staff must inspect the fencing and the
trees to be fenced prior to commencement of grading. The property owner
shall call for said inspection at least three days in advance of the
inspection. The fence must remain throughout the course of construction.
No storage of equipment, vehicles or debris shall be allowed within the
drip lines of these trees. Existing perimeter plantings shall be fenced and
retained throughout the entire construction period.
Staff Report to the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page 7 of 11
5. All oak trees around the perimeter of the property shall be preserved
6. Outdoor lighting is approved as shown on the approved site plans. No
lighting may be placed within setbacks except two entry or driveway
lights. Lighting shall be down shielded, low wattage, shall not encroach or
reflect on adjacent properties, and the source of the lighting shall not be
visible from off the site. The glass cover on the proposed light fixture
(Bellagio Model # 46910) shall be opaque or frosted. Any additional
outdoor lighting shall be approved by the Planning Department prior to
installation.
7. Fire retardant roofing (Class A) is required for all new construction.
8. Skylights, if utilized, shall be designed and constructed to reduce emitted
light (tinted or colored glass, or other material). No lighting may be placed
within skylight wells.
9. No new fences are approved. Any new fencing or gates shall require
review and approval by the Planning Department prior to installation.
10. All properties must pay School District fees to either the Los Altos School
District or the Palo Alto Unified School Districtl, as applicable, before
receiving their building permit from Los Altos Hills. The applicant
must take a copy of Worksheet #2 to school district offices (both the
elementary and high school offices in the Los Altos School District), pay
the appropriate fees and provide the Town with a copy of their receipts.
B. ENGINEERING DEPARTMENT:
11. As recommended by Cotton, Shires & Associates, Inc., in their report
dated January 14, 2004, the applicant shall comply with the following:
Supplemental Geotechnical Investigation — The applicant's
geotechnical consultant (including a Geotechnical Engineer and an
Engineering Geologist) shall evaluate the potential slope stability
impacts associated with the project and recommend any appropriate
engineering design measures to ensure slope stability. Supplemental
subsurface exploration shall be performed to conclusively determine
whether existing shear surfaces are present that would impact
appropriate engineering design solutions. Documentation addressing
the above should be submitted to the Town for approval by the Town
Staff Report to the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page 8 of 11
Geotechnical Consultant prior to acceptance of plans for building
plan check.
b. Geotechnical Plan Review — The applicant's geotechnical consultant
shall review and approve all geotechnical aspects of the project
building and grading plans (i.e., site preparation and grading, site
drainage improvements and design parameters for foundations,
retaining walls, and driveway) to ensure that their recommendations
have been properly incorporated.
The results of the plan review should be summarized by the
geotechnical consultant in a letter and submitted to the Town Engineer
for review prior to acceptance of plans for building plan check.
c. Geotechnical Field Inspection — The geotechnical consultant shall
inspect, test (as needed), and approve all geotechnical aspects of the
project construction. The inspections shall include, but not necessarily
be limited to: site preparation and grading, site surface and subsurface
drainage improvements, and excavations for foundations and retaining
walls prior to the placement of steel and concrete.
The results of these inspections and the as -built conditions of the
project shall be described by the geotechnical consultant in a letter and
submitted to the Town Engineer for review prior to final (as -built)
project approval
For further details on the above geotechnical requirements, please refer to
the letter from Cotton, Shires & Associates, Inc., dated February January
14, 2004.
12. Two sets of a final grading and drainage plan shall be submitted for review
and approval by the Engineering Department prior to acceptance of plans
for building plan check. Final drainage and grading shall be inspected by
the Engineering Department and any deficiencies corrected to the
satisfaction of the Engineering Department prior to final inspection. A
letter shall be submitted from the project engineer stating that the grading
and drainage improvements were installed as shown on the approved plans
prior to final inspection.
13. Any, and all, changes to the approved grading and drainage plan shall be
submitted as revisions from the project engineer and shall first be
Staff Report to the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page 9 of I1
approved by the Town Engineering Department. No grading shall take
place during the grading moratorium (November 1 to April 1) except with
prior approval from the City Engineer. No grading shall take place within
ten feet of any property line except to allow for the construction of the
driveway access.
14. All public utility services serving this property shall be placed
underground.
15. At the time of foundation inspection for the new residence and prior to
final inspection, the location and elevation of the new residence shall be
certified in writing by a registered civil engineer or licensed land surveyor
as being in/at the approved location and elevation shown on the approved
Site Development plan. At the time of framing inspection for the new
residence, the height of each building shall be similarly certified as being
at the height shown on the approved Site Development plan.
16. Two copies of an erosion and sediment control plan shall be submitted for
review and approval by the Engineering Department prior to acceptance of
plans for building plan check. The contractor and the property owner
shall comply with all appropriate requirements of the Town's NPDES
permit relative to grading and erosion/sediment control. The first 100 feet
of the driveway shall be rocked during construction and all cut and fill
slopes shall be protected from erosion. All areas on the site that have the
native soil disturbed shall be protected for erosion control during the rainy
season and shall be replanted prior to final inspection.
17. Two copies of a grading and construction operation plan shall be
submitted by the property owner for review and approval by the City
Engineer and Planning Director prior to acceptance of plans for building
plan check The gradingtconstruction operation plan shall address truck
traffic issues regarding dust, noise, and vehicular and pedestrian traffic
safety on Moody Road and surrounding roadways, storage of construction
materials, placement of sanitary facilities, parking for construction
vehicles, clean-up area, and parking for construction personnel. A debris
box (trash dum aster) shall be placed on site for collection of construction
debris. Arrangements must be made with the Los Altos Garbage Company
for the debris box, since they have a franchise with the Town and no other
hauler is allowed within the Town limits.
Staff Report to the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page 10 of 11
18. The property owner shall inform the Town of any damage and shall repair
any damage caused by the construction of the project to pathways, private
driveways, and public and private roadways, prior to final inspection and
release of occupancy permits and shall provide the Town with
photographs of the existing conditions of the roadways and pathways prior
to acceptance of plans for building plan check.
19. The driveway shall be required to be fully constructed and to be roughened
where the pathway intersects, to the satisfaction of the City Engineer, prior
to final inspection.
20. The property owner shall be required to connect to the public sanitary
sewer prior to final inspection. An encroachment permit shall be required
by the Town's Public Works Department for all work proposed within the
public right of way prior to start work. A copy of a permit from the City of
Los Altos shall be required to be submitted to the Town prior to submittal
of plans for building plan check.
21. An on -road pathway easement shall be granted on Moody Road. The
property owner shall provide legal description and plat exhibits that are
prepared by a registered civil engineer or a licensed land surveyor for an
on -road easement and the Town shall prepare the dedication document.
The dedication document, including the approved exhibits, shall be signed
and notarized by the property owner and returned to the Town prior to
submittal of plans for building plan check.
C. FIRE DEPARTMENT:
22. The applicant shall provide an access driveway with a paved all weather
surface, a minimum unobstructed width of 14', vertical clearance of 13'6",
minimum circulating taming radius of 36' outside and 23' inside, and a
maximum slope of 15%.
23. The property address shall be placed on the main residence so that it is
clearly visible and legible from the street or road fronting the property. The
address numbers shall be a minimum of four inches high and shall contrast
with the background color.
CONDITION NUMBERS Ila, 11b, 12, 16, 17, 18, 20 AND 21 SHALL BE
COMPLETED AND SIGNED OFF BY THE PLANNING DIRECTOR AND THE
Staff Report to the Planning Commission
Lands of Phan
26231 Moody Road
April 14, 2005
Page I1 of 11
CITY ENGINEER PRIOR TO ACCEPTANCE OF CONSTRUCTION PLANS
FOR PLAN CHECK BY THE BUILDING DEPARTMENT.
Project approval may be appealed if done so in writing within 23 days of the date of this
notice. The building permit cannot be issued until the appeal period has lapsed. The
applicant may submit construction plans to the Building Department after May 7, 2005
provided the applicant has completed all conditions of approval required prior to
acceptance of plans for building plan check.
Upon completion of the construction, a final inspection shall be required to be set with
the Planning and Engineering Departments two weeks prior to final building inspection
approval.
NOTE: The Site Development pemtit is valid for one year from the approval date (until
April 14, 2006). All required building permits must be obtained within that year and work
on items not requiring a building permit shall be commenced within one year and
completed within two years.
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ATTACHMENT cP--/
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ENVIRONMENTAL DESIGN COMMITTEE gTTgCHMENT3
NEW RESIDENCE EVALUATION
Applicant's Name: 7�3? � q \ I ✓
Address: c2////((��� ���'� �1 010&.11R)Q
Reviewed by: Date: (7) ' ' S —0
Existing Trees: (Comment on size, Type, condition, location with respect to building
site. Recommended protection during construction.)
Proposed Grading: (Impact on water table, nearvegetation. Erosion potential. All
grading at least 10' from property line?)
Creeks and drainage: (Should a conservation easement be recommended? Sufficient
space between house and conservation easement for circulation. Will
construction impact wildlife migration (bridges, fences)? Is there a
need for removal of invasive species?)
Siting: (View impact: ridgeline, across valley, on neighbors. Will driveway
impact neighbors' privacy (lights, noise)? Recommended mitigation
(height, color, landscapb).) I I _
Other Comments:
A Master Pathway Map Ad-hoc Committee update ATTACHMENT
B. Planning Commission report Dec. meetings.
C. Town Council report December meetings.
D. County S1 Trail update (Cassam).
E. Other Committee member activities.
I. Pathway Liaison with Westwind Sam Board
Insufficient time to cover these items. Postponed until Feb 2300 meeting.
S. UNFINISHED BUSINESS
A. Privacy Screening Program. Second reading of a new program to assist in
providing privacy screening from pathways for new, critical connectors.
B. Impact fees. It has been recommended in the past to adjust the way impact fees
are calculated ('Report of Council Policy Regarding Construction of Roadside Paths',
4 May, 2000). Discuss alternative formulas and whether to recommend a change to
the Council.
Insufficient time to cover these items. Postponed until Feb 2e meeting.
6. NEW BUSINESS:
A. Recommendation on properties:
i. 27673 Lupine Road (Alun residence; new home and pool).
Recommendation: IIB path starting at SW comer of property, continuing
along southern boundary of property up until the bulb where the Fran
Stevenson's path abuts; taking into consideration the small creek and built
to the satisfaction of the Town Engineer. Unanimous approval.
ii. 27460 Altamont Road (Chen residence; major addition). The owners were
present Recommendation: Upgrade path to IIB. Approved: Aye 6, no 0.
abstain 2 (DK, DM).
iii. 28238 Christopher's Lane (Me residence).
Recommendation: Restore existing to IIB status and grant 10 it
easement over the pathway. Unanimous approval.
Iv. Moody Road, Parcel #2 (Phan, new residence).
Recommendation: 1) request on -road easement on Chaparral; 2) request
10 It easement adjacent to the property line along Moody Rd. on south side
of the property, 3) grant 10 it easement and construction of standard 5 It
IIB path on the other side of Moody Rd. (underlined added by NG) — to
follow creek for the length of the property. -
V. 26739 Fremont Road (new Town Hall)
Recommendation: Request to maintain adequate separation of path from
road, to prevent cars from parking on path. Unanimous approval.
A. 12252 Menafto Drive (Parivash new residence)
Recommendation: Collect impact fees. Unanimous approval.
vii. 24931 Oneonta Drive (Lands of Kila).
Recommendation: Collect impact fees. Unanimous approval
COTTON, SHIRES & ASSOCIATES, INC.
CONSULTING ENGINEERS AND GEOLOGISTS
TO: Debbie Pedro
Assistant Planner
TOWN OF LOS ALTOS HILLS
26379 Fremont Road
Los Altos Hills, California 94022
SUBJECT: Geotechnical Review
RE: Phan, New Residence
26271 Moody Road
#240-03-ZP-SD-GD
ATTACHM9NT 5
January 14, 2004
L0163
At your request, we have completed a geotechnical review of permit applications
for proposed construction using:
Response to Geotechnical Review (letter) prepared by Earth Systems
Consultants, dated July 13, 2000;
Geologic and Geotechnical Study (report) prepared by Earth Systems
Consultants, dated June 7, 1999;
Architectural Plans (6 sheets) prepared by Classical Property
Development, dated December 9,2003; and
Sections, Grading and Drainage Plans (2 sheets) prepared by Mason-
Sulic, dated October 2003.
In addition, we have reviewed pertinent technical documents from our office
files and have completed a recent site inspection.
DISCUSSION
The applicant proposes to construct a new multi -story residence in the eastern
portion of the property (formerly Lot 2 of the Micheletti Subdivision). Access to the
residence would be provided by a proposed loop driveway connecting to Moody Road.
Terraced retaining walls are proposed upslope of the residence and driveway. Proposed
site excavation reaches a maximum depth of approximately 13 feet below existing grade.
Estimated project grading quantities include 1,477 cubic yards of cut and 321 cubic yards
of fill.
Northern California Office Southern California Office
330 Village Lane 5245 Avenida Encinas • Suite A
Los Gatos, CA 95030-7218 Carlsbad, CA 92008-4374
(408) 354-5542 • Fax (408) 354-1852 (760) 931-2700 • Fax: (760) 931-1020
e-mail: losgatos@cottonshires.com www.cottonshires.com e-mail: carlsbad0muonshires.com
Debbie Pedro January 14, 2004
Page L0163
In our previous review report regarding the Micheletti Subdivision (dated
August 22, 2000), we presented specific recommended conditions pertinent to the future
development of Lot 2. As recommended by the Project Geotechnical Consultant, Earth
Systems Consultants (ESC), we noted that residential development plans should
incorporate sub -excavation of the soil "bulge' area as detailed in the referenced letter of
July 13, 2000. In addition, we recommended that ESC consider recommendation of
minimum 16 -inch diameter foundation piers reinforced with a minimum of four, #5
vertical bars to conform with prevailing local standards for hillside construction.
The subject property is generally characterized as a moderately steep (10 to 15
degrees inclination) south -facing hillside. The property is underlain, at depth, by
greenstone bedrock of the Franciscan Complex. In previous drilling on Lot 2, 5 feet of
apparent fill material was identified overlying colluvium. Colluvium was logged to a
depth of 17 feet and underlain by greenstone bedrock of the Franciscan Complex.
During our site inspection in June 2000, we noted a laterally subdued bulge in the slope
near this exploratory boring that possibly may have been deposited as a result of
shallow landsliding from above Chaparral Drive (a small, steep flanked drainage swale
is located above the roadway in this area).
The potentially active Berrocal fault is mapped approximately 1,000 feet east of
the site, the potentially active Monta Vista fault is mapped approximately 1.4 miles
northeast of the site, and the active San Andreas fault is mapped approximately 2.1
miles southwest of the site.
CONCLUSIONS AND RECOMMENDED ACTION
Proposed project construction is constrained by a thick sequence of colluvial soils
(up to 17 feet in thickness above bedrock at the proposed house site per previous site
Boring Bl) and anticipated seismic ground shaking. The proposed project grading plan
depicts significant removal of colluvial soils immediately upslope of the proposed
residence with the potential for initiating slope instability. Appropriate engineering
design of proposed terraced retaining walls (utilizing deep pier foundations) and/or
corrective grading of potentially unstable slope earth materials would likely address this
issue; however, such design measures may not be compatible with the standard design
of proposed interlocking modular block retaining walls. Beyond the above issue, we do
not have geotechnical concerns with the layout of proposed site improvements.
Prior to issuance of permits for initiation of site grading or residence
construction, we recommend that the following supplemental geotechnical evaluations
be satisfactorily completed:
1. Supplemental Geotechnical Investigation - Considering the
extent of excavation proposed upslope of the residence, the Project
Geotechnical Consultant (including a Geotechnical Engineer and
COTTON, SHIRES & ASSOCIATES, INC.
Debbie Pedro
Page 3
January 14, 2004
L0163
Engineering Geologist) should evaluate the potential slope
stability impacts associated with the project and recommend any
appropriate engineering design measures to ensure slope stability.
Both static and seismic conditions should be analyzed. We note
that the previous exploratory boring completed in the vicinity of
the proposed residence was sampled at approximately 5 -foot
intervals. We recommend that supplemental subsurface
exploration be performed to conclusively determine whether
existing shear surfaces are present that would impact appropriate
engineering design solutions. Global slope stability should be
addressed for terraced retaining wall configurations. Any
updated recommendation for design of site improvements should
be provided, including provisions for appropriate surface
drainage control adjacent to retaining walls. We recommend that
the Project Geotechnical Consultant contact the Town
Geotechnical Consultant to discuss their intended scope of work
prior to initiation of supplemental site investigation.
Appropriate documentation to address the above should be
submitted to the Town for approval by the Town Geotechnical
Consultant prior to final design of project retaining walls or
acceptance of documents for building permit plan -check.
2. Geotechnical Plan Review - The applicant's geotechnical
consultant should review and approve all geotechnical aspects of
the project building and grading plans (i.e., site preparation and
grading, site drainage improvements and design parameters for
foundations, retaining walls and driveway) to ensure that their
recommendations have been properly incorporated.
The results of the plan review should be summarized by the
geotechnical consultant in a letter and submitted to the Town
Engineer for review and approval prior to issuance of building
permits.
3. Geotechnical Field Inspection - The geotechnical consultant
should inspect. test (as needed), andapprove ,It geotechnical
aspects of the project construction. Ue inspections should
include, but not necessarily be limited to: site preparation and
grading, site surface and subsurface drainage improvements, and
excavations for foundations and retaining walls prior to the
placement of steel and concrete.
The results of these inspections and the as -built conditions of the
project should be described by the geotechnical consultant in a
letter and submitted to the Town Engineer for review prior to
final (granting of occupancy) project approval.
COTTON, $HIRES & ASSOCIATES, INC.
Debbie Pedro
Page
LIMITATIONS
January 14, 2004
L0163
This review has been performed to provide technical advice to assist the Town in
its discretionary permit decisions. Our services have been limited to review of the
documents previously identified, and a visual review of the property. Our opinions and
conclusions are made in accordance with generally accepted principles and practices of
the geotechnical profession. This warranty is in lieu of all other warranties, either
expressed or implied.
POS:TS:rb
Respectfully submitted,
COTTON, SHIRES AND ASSOCIATES, INC.
TOWN GEOTECHNICAL CONSULTANT
Ted Sayre
Su ervising Engineering Geologist
Patrick O. Shires �•
Principal Geotechnical Engineer
GE 770
COTTON, SHIRES & ASSOCIATES, INC.
,SP�1�, COG FIR. DEPARTMENT
SANTA CLARA COUNTY
I 14700 Winchester Blvd., Los Gatos, CA 95032-1818
F 5 (408) 378-4010 • (408) 378-9342 (fax) • uww.sodd.org
PLNNNEVIEWNUMBER 05 0322 /—
BLDG PEXMR NUMBER ATTACHMENT l/']
CONTROLNUMBER
FILE NUMBER 240-03-ZP-SD-GD
TOWN OFLOS ALTOSDEVELOPMENT REVIEW COMMENTS
CODFJSEC.
UFC
Appendix
III -A
UFC
A
Ufpendix
UFC
Appendix
IIIA
SHEET
FEOUIREMENT
review of site plan for a proposed new 6,078 square foot single family residence
,vith a 792 square foot detached garage. This property is in the hazardous fire area.
REVISION
of this Developmental proposal is limited to acceptability of site access and
apply as they pertain to fire department operations, and shall not be
ed as a substitute for formal plan review to determine compliance with
I model codes. Prior to performing any work the applicant shall make
:ion to, and receive from, the Building Department all applicable
ction permits.
-d Fire Flow: The fire flow for this project is 2000 gpm at 20 psi residual
e. The required fire flow is available from area water mains and fire
t(s) which are spaced at the required spacing.
2. Fire Apparatus (Engine)Access Driveway Required: Provide an access driveway
with a paved all weather surface, a minimum unobstructed width of 14 feet,
vertical clearance of 13 feet 6 inches, minimum circulating turning radius of 36 feet
outside and 23 feet inside, and a maximum slope of 15%. Installations shall
conform to Fire Department Standard Details and Specifications sheet D-1.
Revise drawings to reflect required width.
3. Timing of Required Driveway Installations: Required driveway installations (6
inches of class 2 aggregate base and subgrade compacted to 95%) shall be
constructed and accepted by the Fire Department, prior to the start of
construction. Bulk combustible materials shall not be delivered to the site until
installations are complete. Note that building permit issuance may be withheld
until installations are completed.
C" P SPECS NEW PMOL RB
OCCVPBNCY
C°NST. TYPE
RppOunlMnp
OPTE
PFG.
LAH ❑ ❑ ❑ ❑ ❑
MASON-SULIC
2/7/2005
1 of �_
SECJFLOON
AIIFA
LOAD
OESCRIPrION
BY
Residential Development
Rucker, Ryan
NFME OF PROJECTOCFTION
L26271
SFR
Moody Rd
1
Organized as the Santa Clara County Central Fire Protection District
Serving Santa Clam County and the communities of Comphell, Cuxruro, Los Altos,
Los Altos Hills, Los Gatos, Monte Sereno, Morgan Hill, and Sammga
FIRc DEPARTMENT
SANTA CLARA COUNTY
PNNREVIEWNUMBEN 05 0322
BLDG PERMIT NUMBER
14700 Winchester Blvd., Los Gatos, CA 95032-1818
(408) 378-4010 • (408) 378-9342 (fax) • aAoa sccfd.org CONTROL NUMBER
MLENUMBER 240-03-ZP-SD-GD
DEVELOPMENT REVIEW COMMENTS
COMIC. I SHEET I NO.I REQUIREMENT
C 4. Premises Identification: Approved numbers or addresses shall be placed on all
.4 .4 new and existing buildings in such a position as to be plainly visible and legible
from the street or road fronting the property. Numbers shall contrast with their
Ory PLANS SPECS NEW RMDL AS
CCDIRPANCY
CONST. TYPE
APPII.Name
DATE
PAGE
AH ❑ [:1❑ [:] ❑
MASON-SULIC
2/7/2005
2 2
OF
CIFLOO.
AREA
LOAD
OEBCRIPNON
BY
Residential Development
Rucker, Ryan
AME OF PROJECT
LOCATION
SFR
26271 Moody Rd
the Santa Clara Countv Central Fire Protection District
Seining Santa Clara County and the communities of Campbell, Cupertino, Los Altos,
Los Altos Hills, Los Gatos, Monte Sereno, Morgan Hill, and Saratoga
.�i5`E6T � ff
TOWN OF LOS ALTOS HILLS
26379 Fremont Road • Loa Altos Hill,, Califomia 94C221 • (415) 941-7= • FAX (415) 941-3160
PLANNING DEPARTMENT ATTACHMENT
WORKSHEET ,:1
CALCULATION OF AVERAGE SLOPE, LOT UNIT FACTOR
MAMMUM DEVELOPMENT AREA, AND MAXIMUM FLOOR AREA
• TURN IN WITH YOUR APPLICATION
PROPERTY OWNER'S NAME /8,2 -a5—G01�
PROPERTY ADDRESS �/�� �/ /yDODy �pyj>� !OS /VGTD.5 /-/ILLS
CALCULATED BY ii�✓�. '?/' aDDo
1,ALCAIC__C-MATT 'iS AVERAGFC OP - / T
2 -O E7 T/D
Z FSC MEN
A. CONTOUP. LENGTH WITHIN NET AREA OF LOT (An)
7
CONTOUR LE-.GTIi
(INCHES)
CONTOUR
LENGTH
(INCHES)
CONTOURI
LEN,;TH
(INCHES)
CONTOUR LENCTh
(INCHES)
TOTAL
Convert inches to feet (multiply by map scale) = (I.) _ ,3 �-�� feet
B. AVERAGE SLOPE WITHIN NET AREA OF LG"C
S = (0.0023) (I) (L) I = contour interval � = total length of ]F—An = net acreage i
AI, in feet contours in feet of lot
S = (0.0023)
7 / %p cam- nearest 0.1%
LUF = (An)j1 - [0.02143(S - 10)1) _ /, D� ✓
Acs/3 ap. /
C> If the average slope is less than 10%, the LUT for the lot is equal to the net area.
b If the LUF is equal to or less than 0.50, you will need a Conditional Development Permit.
Make an appointment with the Town Planner for further information.
Page 1 of 2
0.NISED 11/W/9I LD;: AUC HD/ORIGIN.\IS/PUNNING/lVwtshal •I
-f5 EST 2 B
WORKSHEET »"1
CONTINUED
3- CALCULATION OF MAXTR" IA" D V OPNINT ARFA (MDAI
A. for S equal to or less than 10
MDA = (LUF) (15,000) = 17/1- square feet*
C/ for S greater than 10% and less than 30%
MDA = (LLTF) [15,000 - 375(S - 10)] = Q R 3 square feet*
C for egwd to or greater than 30%
MDA = (LUF). (7,500) _ -7 square fejt
i
' If the MDA is less than 5,000 square feet (and the LUF is greater than 0.50),
use 5,000 square feet for your MDA
4. CAT CIM ATION OF MAXIMUM FLOOR ARFA (MFAI
A. for 5 equal to or less than 10%
MFA = (LUF) (6,000) = h /, square feet'
B. for 5 greater than 10% and less than 30%
MFA = (LUF) [6,000 - 50(S - 10)] = square feet—
lee,/
eet"
to S, a;Z./ S3S-
C for S equal rr or greater than 30
MFA = Q.Ur) (5,000) = �71ti square feet"
If the MFA is less than 4,000 square feet (and the LUF is greater than 0.50)
use 4,000 square feet for your MFA
REV.9/1/94
Page 2 of 2
TOWN OF LOS ALTOS HILLS
PLANNING DEPARTMENT
26379 Fremont Road • Los Alms Hills, California 94022 • (650) 941-7222 • FAX (650) 941-3160
WORKSHEET #2
EXISTING AND PROPOSED DEVELOPMENT AREA AND FLOOR AREA
• TURN IN WITH YOUR APPLICATION
PROPERTY OWNER'S NAME Gregg Phan
PROPERTY ADDRESS 26271 Moody Road, Lot 2
CALCULATED BY Shad Shokndla (Classical Property Development LLC) DATE 0222105
1.
DEVELOPMENT AREA
Existing
386
(SQUARE FOOTAGE)
TOTALS
A.
House and Garage (from Pan 3. A.)
0
B.
Decking
Maximum Development Area Allowed - MDA
C.
Driveway and Parking
1,125
(Measured 100' along oemedim)
Existing
D.
Patios and Walkways + Lightwell
0
E.
Tennis Court
F.
Pool and Decking
+4,134
G.
Accessory Buildings (from Part B)
,612
Proposed
(AddirimOkletions)
+5,303
Total
5,303
+1,108
2,233
+386
386
TOTALS
2,737
+5,185
0
-1,612
H. Anyothercovemge
TOTALS
2,737
+5,185
7,922
Maximum Development Area Allowed - MDA
(from Worksheet #1)
e,s31
2. TOTAL IMPERVIOUS SURFACE
Existing
Proposed
Total
(SQUARE FOOTAGE)
TOTALS
2'737
+4,134
6,871
3. FLOOR AREA (SQUARE FOOTAGE)
Existing
Proposed
Total
-
(Additions/Delebons)
A. House and Garage
o
+2a87
2,767
a. 1st Floor
b. 2nd Floor
0
+1,724
1,724
c. Attic and Basement
—
��trt8i
—Cl�l't8�
d. Garage
o
+ 792
792
B. Accessory Buildings
-1,612
0
Barn
a. 1st Floor Ba
b. 2nd Floor
—
c. Attic and Basement
—
—
TOTALS
1.612
+3,691
5,303
Maximum Floor Area Allowed - MFA (from Worksheet #1)
s,351
TOWNUSEONLY CHMMI)BY DATE
Rev. 32=2 Page 1 of I Tom of Loa Altos Hills