2020-005 - Denying an Appeal of the Decision of the Planning Commission, 15365 Santella Court, LGRESOLUTION 2020-005
RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF LOS GATOS
DENYING AN APPEAL OF THE DECISION OF THE PLANNING COMMISSION APPROVING
A REQUEST FOR CONSTRUCTION OF A NEW SINGLE-FAMILY RESIDENCE
AND REMOVAL OF LARGE PROTECTED TREES
ON A VACANT PROPERTY ZONED HR-2 1/2:PD.
APN 527-09-036
ARCHITECTURE AND SITE APPLICATION: S-18-052
PROPERTY LOCATION: 15365 SANTELLA COURT
APPELLANT: DAVID WEISSMAN
APPLICANT: HARI SRIPADANNA
PROPERTY OWNER: CHRISTIAN AND HELLEN OLGAARD
WHEREAS, on January 8, 2020, the Planning Commission held a public hearing and
considered a request for construction of a new single-family residence and removal of large
protected trees on a vacant property zoned HR-2 %2:PD. The Planning Commission approved the
Architecture and Site application subject to conditions of approval; and
WHEREAS, on January 17, 2020, the appellant filed an appeal of the decision of the
Planning Commission approving the request for construction of a new single-family residence
and removal of large protected trees on a vacant property zoned HR-2 %2:PD; and
WHEREAS, this matter came before the Town Council for public hearing on March 3, 2020,
and was regularly noticed in conformance with State and Town law; and
WHEREAS, the Town Council received testimony and documentary evidence from the
appellant and all interested persons who wished to testify or submit documents. Town Council
considered all testimony and materials submitted, including the record of the Planning
Commission proceedings and the packet of material contained in the Council Agenda Report for
their meeting on March 3, 2020, along with any and all subsequent reports and materials
prepared concerning this application.
NOW, THEREFORE, BE IT RESOLVED:
1. The appeal of the decision of the Planning Commission approving a request for
construction of a new single-family residence and removal of large protected trees on vacant
property zoned HR-2 %:PD is denied and the application is approved;
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Resolution 2020-005 March 3, 2020
2. The Town Council hereby adopts all findings, considerations, and conditions of
approval set forth in the documents attached as Exhibits A and B; and
3. The decision constitutes a final administrative decision pursuant to Code of Civil
Procedure section 1094.6 as adopted by section 1.10.085 of the Town Code of the Town of Los
Gatos. Any application forjudicial relief from this decision must be sought within the time limits
and pursuant to the procedures established by Code of Civil Procedure section 1094.6, or such
shorter time as required by state and federal Law.
PASSED AND ADOPTED at a regular meeting of the Town Council of the Town of Los
Gatos, California, held on the 3rd day of March 2020, by the following vote:
COUNCIL MEMBERS:
AYES: Rob Rennie, Marico Sayoc, Barbara Spector, Mayor Marcia Jensen
NAYS: None
ABSENT: None
ABSTAIN: None
SIGNED:
MAYOR OF THE TOWN OF LOS GATOS
LOS GATOS, CALIFORNIA
DATE: (7
ATTEST:
TNL-�
TOWN CLERK OF THE TOWN OF LOS GATOS
LOS GATOS, CALIFORNIA
DATE: _q , o'2USL0
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Resolution 2020-005 March 3, 2020
TOWN COUNCIL -March 3, 2020
REQUIRED FINDINGS & CONSIDERATIONS FOR:
15365 Santella Court
Architecture and Site Application S-18-052
Requesting approval for construction of a new single-family residence and removal of
large protected trees on a vacant property zoned HR-2 1/2:PD. APN 527-09-036.
PROPERTY OWNER: Christian and Hellen Olgaard
APPLICANT: Hari Sripadanna
FINDINGS
Required findings for CEQA:
An Environmental Impact Report (EIR) was prepared for the Planned Development and
was certified by the Town Council on December 19, 2005. Required technical reviews
(arborist, architect and geotechnical) have been completed for the project and no
further environmental analysis is required for this application.
Compliance with Hillside Development Standards and Guidelines (HDS&G):
The project is in compliance with the HDS&G.
Compliance with Hillside Specific Plan
The project is in compliance with the Hillside Specific Plan in that it is a single-family
residence being developed on an existing parcel. The proposed development is
consistent with the development criteria included in the Specific Plan.
Compliance with the approved Planned Development
The project is in compliance with the approved Planned Development (Ordinance 2237).
CONSIDERATIONS:
Considerations in review of Architecture & Site applications:
■ As required by Section 29.20.150 of the Town Code, the considerations in review of an
Architecture and Site application were all made in reviewing this project.
EXHIBIT A
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Resolution 2020-005 March 3, 2020
TOWN COUNCIL - March 3, 2020
CONDITIONS OF APPROVAL
15365 Santella Court
Architecture and Site Application 5-18-052
Requesting approval for construction of a new single-family residence and removal of
large protected trees on a vacant property zoned HR-2 1/2:PD.
APN 527-09-036.
PROPERTY OWNER: Christian and Hellen Olgaard
APPLICANT: Hari Sripadanna
TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT:
Planning Division
1. APPROVAL: This application shall be completed in accordance with all of the conditions
of approval listed below and in substantial compliance with the plans approved and
noted as received by the Town on November 15, 2019. Any changes or modifications to
the approved plans shall be approved by the Community Development Director, the
Development Review Committee, the Planning Commission, or Town Council,
depending on the scope of the changes.
2. EXPIRATION: The approval will expire two years from the approval date pursuant to
Section 29.20.320 of the Town Code, unless the approval has been vested.
3. OUTDOOR LIGHTING: Exterior lighting shall be kept to a minimum, and shall be down
directed fixtures that will not reflect or encroach onto adjacent properties. No flood
lights shall be used unless it can be demonstrated that they are needed for safety or
security. The lighting plan shall be reviewed during building plan check.
4. EXTERIOR COLOR: The exterior colors of the house shall not exceed an average light
reflectivity value of 30 and shall blend with the natural vegetation in conformance with
the approved PD Ordinance 2237.
5. LRV DEED RESTRICTION: Prior to the issuance of a building permit, a deed restriction
shall be recorded by the applicant with the Santa Clara County Recorder's Office that
requires all exterior colors to be maintained in conformance with the approved PD
Ordinance.
6. GENERAL: All existing trees shown on the plan and trees required to remain or to be
planted are specific subjects of approval of this plan, and must remain on the site.
7. MAINTENANCE AGREEMENT: Following the issuance of a certificate of occupancy, the
property owner shall execute a five-year maintenance agreement with the Town that
the property owner agrees to protect and maintain the trees shown to remain on the
approved plans, trees planted as part of the tree replacement requirements, and
guarantees that said trees will always be in a healthy condition during the term of the
maintenance agreement.
EXHIBIT B
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Resolution 2020-005 March 3, 2020
8. TREE DEED RESTRICTION: Prior to issuance of a building permit, a deed restriction shall
be recorded by the applicant with the Santa Clara County Recorder's Office that
identifies the on -site trees that were used to provide screening in the visibility analysis
and requires their replacement if they die or are removed.
9. TREE REMOVAL PERMIT: A Tree Removal Permit shall be obtained for any trees to be
removed, prior to the issuance of a building or grading permit.
10. ARBORIST REQUIREMENTS: The developer shall implement, at their cost, all
recommendations made by Richard Gessner, identified in the Arborist report, dated as
received November 29, 2018, and the supplemental Arborist report, dated as received
August 20, 2019, respectively, on file in the Community Development Department. A
Compliance Memorandum shall be prepared by the applicant and submitted with the
building permit application detailing how the recommendations have or will be
addressed. These recommendations must be incorporated in the building permit plans,
and completed prior to issuance of a building permit where applicable.
11. TREE FENCING: Protective tree fencing shall be placed at the drip line of existing trees
and shall remain through all phases of construction. Fencing shall be six -foot -high
cyclone attached to two-inch diameter steel posts drive 18 inches into the ground and
spaced no further than 10 feet apart. Include a tree protection fencing plan with the
construction plans.
12. REPLACEMENT TREES: New trees shall be planted to mitigate the loss of trees being
removed. The number of trees and size of replacement trees shall be determined using
the canopy replacement table in the Town Code. Town Code requires a minimum 24-
inch box size replacement tree. New trees shall be double staked with rubber ties and
shall be planted prior to final inspection and issuance of occupancy permits.
13. LANDSCAPE PLAN: The final landscape plan shall comply with the Hillside Development
Standards and Guidelines criteria for planting (ornamental planting shall be confined to
areas within 30 feet of the house, inclusive of decks, patios and driveway).
14. WATER EFFICIENCY LANDSCAPE ORDINANCE: The final landscape plan, including
landscape and irrigation plans and calculations, shall meet the Town of Los Gatos Water
Conservation Ordinance or the State Water Efficient Landscape Ordinance, whichever is
more restrictive. The final landscape plan shall be reviewed by the Town's consultant
prior to issuance of building permits. A review fee based on the current fee schedule
adopted by the Town Council is required when working landscape and irrigation plans
are submitted for review.
15. BMP IN -LIEU FEE: A Below Market Price (BMP) in -lieu fee (6% of the building valuation
as determined by the Building Official) shall be paid by the developer prior to issuance
of an occupancy permit for the new residence.
16. FRONT YARD LANDSCAPE: Prior to issuance of a Certificate of Occupancy the front yard
must be landscaped.
17. STORY POLES: The story poles on the project site shall be removed within 30 days of
approval of the Architecture & Site application.
18. TOWN INDEMNITY: Applicants are notified that Town Code Section 1.10.115 requires
that any applicant who receives a permit or entitlement from the Town shall defend,
indemnify, and hold harmless the Town and its officials in any action brought by a third
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party to overturn, set aside, or void the permit or entitlement. This requirement is a
condition of approval of all such permits and entitlements whether or not expressly set
forth in the approval, and may be secured to the satisfaction of the Town Attorney.
19. COMPLIANCE MEMORANDUM: A memorandum shall be prepared and submitted with
the building plans detailing how the Conditions of Approval will be addressed.
Building Division
20. PERMITS REQUIRED: A Building Permit is required for the construction of the new single-
family residence and attached garage. Additional Building permits will be required for
all detached structures such as swimming pools and retaining walls supporting a
surcharge.
21. APPLICABLE CODES: The current codes, as amended and adopted by the Town of Los
Gatos as of January 1, 2017, are the 2016 California Building Standards Code, California
Code of Regulations Title 24, Parts 1-12. These codes are applicable on Building
Applications up to December 20, 2019. Effective January 1, 2020 the 2019 California
Building Standard Code, California Code of Regulations Title 24, Parts 1-12, as amended
by the Town of Los Gatos, will be applicable.
22. CONDITIONS OF APPROVAL: The Conditions of Approval must be blue -lined in full on the
cover sheet of the construction plans. A Compliance Memorandum shall be prepared
and submitted with the building permit application detailing how the Conditions of
Approval will be addressed.
23. BUILDING & SUITE NUMBERS: Submit requests for new building addresses to the
Building Division prior to submitting for the building permit application process.
24. SIZE OF PLANS: Submit four sets of construction plans, minimum size 24" x 36",
maximum size 30" x 42".
25. SOILS REPORT: A Soils Report, prepared to the satisfaction of the Building Official,
containing foundation and retaining wall design recommendations, shall be submitted
with the Building Permit Application. This report shall be prepared by a licensed Civil
Engineer specializing in soils mechanics.
26. SHORING: Shoring plans and calculations will be required for all excavations which
exceed five (5) feet in depth or which remove lateral support from any existing building,
adjacent property, or the public right-of-way. Shoring plans and calculations shall be
prepared by a California licensed engineer and shall confirm to the Cal/OSHA
regulations.
27. FOUNDATION INSPECTIONS: A pad certificate prepared by a licensed civil engineer or
land surveyor shall be submitted to the project Building Inspector at foundation
inspection. This certificate shall certify compliance with the recommendations as
specified in the Soils Report, and that the building pad elevations and on -site retaining
wall locations and elevations have been prepared according to the approved plans.
Horizontal and vertical controls shall be set and certified by a licensed surveyor or
registered Civil Engineer for the following items:
a. Building pad elevation
b. Finish floor elevation
C. Foundation corner locations
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d. Retaining wall(s) locations and elevations
28. TITLE 24 ENERGY COMPLIANCE: All required California Title 24 Energy Compliance
Forms must be blue -lined (sticky -backed), i.e. directly printed, onto a plan sheet.
29. TOWN RESIDENTIAL ACCESSIBILITY STANDARDS: New residential units shall be designed
with adaptability features for single-family residences per Town Resolution 1994-61:
a. Wood backing (2" x 8" minimum) shall be provided in all bathroom walls, at
water closets, showers, and bathtubs, located 34 inches from the floor to the
center of the backing, suitable for the installation of grab bars if needed in the
future.
b. All passage doors shall be at least 32-inch doors on the accessible floor level.
C. The primary entrance door shall be a 36-inch-wide door including a 5'x 5' level
landing, no more than 1 inch out of plane with the immediate interior floor level
and with an 18 inch clearance at interior strike edge.
d. A door buzzer, bell or chime shall be hard wired at primary entrance.
30. BACKWATER VALVE: The scope of this project may require the installation of a sanitary
sewer backwater valve per Town Ordinance 6.50.025. Please provide information on the
plans if a backwater valve is required and the location of the installation. The Town of
Los Gatos Ordinance and West Valley Sanitation District (WVSD) requires backwater
valves on drainage piping serving fixtures that have flood level rims less than 12 inches
above the elevation of the next upstream manhole.
31. TOWN FIREPLACE STANDARDS: New wood burning fireplaces shall be an EPA Phase II
approved appliance or gas appliance per Town Ordinance 1905. Tree limbs shall be cut
within 10 feet of chimneys.
32. HAZARDOUS FIRE ZONE: All projects in the Town of Los Gatos require Class A roof
assemblies.
33. WILDLAND-URBAN INTERFACE: This project is located in a Wildland-Urban Interface
High Fire Area and must comply with Section R337 of the 2016 California Residential
Code, Public Resources Code 4291 and California Government Code Section 51182.
34. PROVIDE DEFENSIBLE SPACE/FIRE BREAK LANDSCAPING PLAN: Prepared by a California
licensed Landscape Architect in conformance with California Public Resources Code
4291 and California Government Code Section 51182.
35. PRIOR TO FINAL INSPECTION: Provide a letter from a California licensed Landscape
Architect certifying the landscaping and vegetation clearance requirements have been
completed per the California Public Resources Code 4291 and Government Code Section
51182.
36. SPECIAL INSPECTIONS: When a special inspection is required by CBC Section 1704, the
Architect or Engineer of Record shall prepare an inspection program that shall be
submitted to the Building Official for approval prior to issuance of the Building Permit.
The Town Special Inspection form must be completely filled -out and signed by all
requested parties prior to permit issuance. Special Inspection forms are available from
the Building Division Service Counter or online at www.losgatosca.gov/building.
37. BLUE PRINT FOR A CLEAN BAY SHEET: The Town standard Santa Clara Valley Nonpoint
Source Pollution Control Program Sheet (page size same as submitted drawings) shall be
part of the plan submittal as the second page. The specification sheet is available at the
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Building Division Service Counter for a fee of $2 or at ARC Blue Print for a fee or online
at www.losgatosca.gov/building.
38. APPROVALS REQUIRED: The project requires the following departments and agencies
approval before issuing a building permit:
a. Community Development — Planning Division: (408) 354-6874
b. Engineering/Parks & Public Works Department: (408) 399-5771
C. Santa Clara County Fire Department: (408) 378-4010
d. West Valley Sanitation District: (408) 378-2407
e. Local School District: The Town will forward the paperwork to the appropriate
school district(s) for processing. A copy of the paid receipt is required prior to
permit issuance.
TO THE SATISFACTION OF THE DIRECTOR OF PARKS AND PUBLIC WORKS:
Engineering Division
39. GENERAL: All public improvements shall be made according to the latest adopted Town
Standard Plans, Standard Specifications and Engineering Design Standards. All work
shall conform to the applicable Town ordinances. The adjacent public right-of-way shall
be kept clear of all job -related mud, silt, concrete, dirt and other construction debris at
the end of the day. Dirt and debris shall not be washed into storm drainage facilities.
The storing of goods and materials on the sidewalk and/or the street will not be allowed
unless an encroachment permit is issued by the Engineering Division of the Parks and
Public Works Department. The Owner and/or Applicant's representative in charge shall
be at the job site during all working hours. Failure to maintain the public right-of-way
according to this condition may result in the issuance of correction notices, citations, or
stop work orders and the Town performing the required maintenance at the Owner
and/or Applicant's expense.
40. APPROVAL: This application shall be completed in accordance with all the conditions of
approval listed below and in substantial compliance with the latest reviewed and
approved development plans. Any changes or modifications to the approved plans or
conditions of approvals shall be approved by the Town Engineer.
41. PRIOR APPROVALS: All conditions per prior approvals (including Ordinance 2147, etc.)
shall be deemed in full force and affect for this approval.
42. CHANGE OF OCCUPANCY: Prior to initial occupancy and any subsequent change in use
or occupancy of any non-residential condominium space, the buyer or the new or
existing occupant shall apply to the Community Development Department and obtain
approval for use determination and building permit and obtain inspection approval for
any necessary work to establish the use and/or occupancy consistent with that
intended.
43. ENCROACHMENT PERMIT: All work in the public right-of-way will require a Construction
Encroachment Permit. All work over $5,000 will require construction security. It is the
responsibility of the Owner/Applicant to obtain any necessary encroachment permits
from affected agencies and private parties, including but not limited to, Pacific Gas and
Electric (PG&E), AT&T, Comcast, Santa Clara Valley Water District, California Department
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of Transportation (Caltrans). Copies of any approvals or permits must be submitted to
the Town Engineering Division of the Parks and Public Works Department prior to
releasing any permit.
44. GENERAL LIABILITY INSURANCE: The property owner shall provide proof of insurance to
the Town on a yearly basis. In addition to general coverage, the policy must cover all
elements encroaching into the Town's right-of-way.
45. PUBLIC WORKS INSPECTIONS: The Owner and/or Applicant or their representative shall
notify the Engineering Inspector at least twenty-four (24) hours before starting any work
pertaining to on -site drainage facilities, grading or paving, and all work in the Town's
right-of-way. Failure to do so will result in penalties and rejection of any work that
occurred without inspection.
46. RESTORATION OF PUBLIC IMPROVEMENTS: The Owner and/or Applicant or their
representative shall repair or replace all existing improvements not designated for
removal that are damaged or removed because of the Owner and/or Applicant or their
representative's operations. Improvements such as, but not limited to: curbs, gutters,
sidewalks, driveways, signs, pavements, raised pavement markers, thermoplastic
pavement markings, etc., shall be repaired and replaced to a condition equal to or
better than the original condition. Any new concrete shall be free of stamps, logos,
names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be
removed and replaced at the Contractor's sole expense and no additional compensation
shall be allowed therefore. Existing improvement to be repaired or replaced shall be at
the direction of the Engineering Construction Inspector and shall comply with all Title 24
Disabled Access provisions. The restoration of all improvements identified by the
Engineering Construction Inspector shall be completed before the issuance of a
certificate of occupancy. The Owner and/or Applicant or their representative shall
request a walk-through with the Engineering Construction Inspector before the start of
construction to verify existing conditions.
47. SITE SUPERVISION: The General Contractor shall provide qualified supervision on the job
site at all times during construction.
48. STREET CLOSURE: Any proposed blockage or partial closure of the street requires an
encroachment permit. Special provisions such as limitations on works hours, protective
enclosures, or other means to facilitate public access in a safe manner may be required.
49. PLAN CHECK FEES: Plan check fees associated with the Grading Permit shall be
deposited with the Engineering Division of the Parks and Public Works Department prior
to the commencement of plan check review.
50. INSPECTION FEES: Inspection fees shall be deposited with the Town prior to the issuance
of any grading or building permits.
51. DESIGN CHANGES: Any proposed changes to the approved plans shall be subject to the
approval of the Town prior to the commencement of any and all altered work. The
Owner and/or Applicant's project engineer shall notify, in writing, the Town Engineer at
least seventy-two (72) hours in advance of all the proposed changes. Any approved
changes shall be incorporated into the final "as -built" plans.
52. PLANS AND STUDIES: All required plans and studies shall be prepared by a Registered
Professional Engineer in the State of California and submitted to the Town Engineer for
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review and approval. Additionally, any studies imposed by the Planning Commission or
Town Council shall be funded by the Owner and/or Applicant.
53. GRADING PERMIT: A grading permit is required for all site grading and drainage work
except for exemptions listed in Section 12.20.015 of The Code of the Town of Los Gatos
(Grading Ordinance). After the preceding Architecture and Site Application has been
approved by the respective deciding body, the grading permit application (with grading
plans and associated required materials and plan check fees) shall be made to the
Engineering Division of the Parks and Public Works Department located at 41 Miles
Avenue. The grading plans shall include final grading, drainage, retaining wall
location(s), driveway, utilities and interim erosion control. Grading plans shall list
earthwork quantities and a table of existing and proposed impervious areas. Unless
specifically allowed by the Director of Parks and Public Works, the grading permit will be
issued concurrently with the building permit. The grading permit is for work outside the
building footprint(s). Prior to Engineering signing off and closing out on the issued
grading permit, the Owner/Applicant's soils engineer shall verify, with a stamped and
signed letter, that the grading activities were completed per plans and per the
requirements as noted in the soils report. A separate building permit, issued by the
Building Department, located at 110 E. Main Street, is needed for grading within the
building footprint.
54. GRADING ACTIVITY RESTRICTIONS: Upon receipt of a grading permit, any and all grading
activities and operations shall not commence until after/occur during the rainy season,
as defined by Town Code of the Town of Los Gatos, Sec. 12.10.020, (October 15-April
15), has ended.
55. COMPLIANCE WITH HILLSIDE DEVELOPMENT STANDARDS AND GUIDELINES: All grading
activities and operations shall be in compliance with Section III of the Town's Hillside
Development Standards and Guidelines. All development shall be in compliance with
Section II of the Town's Hillside Development Standards and Guidelines.
56. DRIVEWAY: The driveway conform to existing pavement on Santella Court shall be
constructed in a manner such that the existing drainage patterns will not be obstructed.
57. CONSTRUCTION EASEMENT: Prior to the issuance of a grading or building permit, it shall
be the sole responsibility of the Owner and/or Applicant to obtain any and all proposed
or required easements and/or permissions necessary to perform the grading herein
proposed. Proof of agreement/approval is required prior to the issuance of any Permit.
58. DRAINAGE IMPROVEMENT: Prior to the issuance of any grading/improvement permits,
whichever comes first, the Owner and/or Applicant shall: a) design provisions for
surface drainage; and b) design all necessary storm drain facilities extending to a
satisfactory point of disposal for the proper control and disposal of storm runoff; and
c) provide a recorded copy of any required easements to the Town.
59. TREE REMOVAL: Copies of all necessary tree removal permits shall be provided prior to
the issuance of a grading permit/building permit.
60. SURVEYING CONTROLS: Horizontal and vertical controls shall be set and certified by a
licensed surveyor or registered civil engineer qualified to practice land surveying, for the
following items:
a. Retaining wall: top of wall elevations and locations.
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b. Toe and top of cut and fill slopes.
61. PRECONSTRUCTION MEETING: Prior to issuance of any grading or building permits or
the commencement of any site work, the general contractor shall:
a. Along with the Owner and/or Applicant, attend a pre -construction meeting with
the Town Engineer to discuss the project conditions of approval, working hours,
site maintenance and other construction matters;
b. Acknowledge in writing that they have read and understand the project conditions
of approval and will make certain that all project sub -contractors have read and
understand them as well prior to commencing any work, and that a copy of the
project conditions of approval will be posted on -site at all times during
construction.
62. RETAINING WALLS: A building permit, issued by the Building Department, located at 110
E. Main Street, may be required for site retaining walls. Walls are not reviewed or
approved by the Engineering Division of Parks and Public Works during the grading
permit plan review process.
63. SOILS REPORT: One copy of the soils and geologic report shall be submitted with the
application. The soils report shall include specific criteria and standards governing site
grading, drainage, pavement design, retaining wall design, and erosion control. The
reports shall be signed and "wet stamped" by the engineer or geologist, in conformance
with Section 6735 of the California Business and Professions Code.
64. GEOLOGY AND SOILS MITIGATION MEASURE: A geotechnical investigation shall be
conducted for the project to determine the surface and sub -surface conditions at the
site and to determine the potential for surface fault rupture on the site. The
geotechnical study shall provide recommendations for site grading as well as the design
of foundations, retaining walls, concrete slab -on -grade construction, excavation,
drainage, on -site utility trenching and pavement sections. All recommendations of the
investigation shall be incorporated into project plans.
65. SOILS REVIEW: Prior to Town approval of a development application, the Owner and/or
Applicant's engineers shall prepare and submit a design -level geotechnical and
geological investigation for review by the Town's consultant, with costs borne by the
Owner and/or Applicant, and subsequent approval by the Town. The Owner and/or
Applicant's soils engineer shall review the final grading and drainage plans to ensure
that designs for foundations, retaining walls, site grading, and site drainage are in
accordance with their recommendations and the peer review comments. Approval of
the Owner and/or Applicant's soils engineer shall then be conveyed to the Town either
by submitting a Plan Review Letter prior to issuance of grading or building permit(s).
66. SOILS ENGINEER CONSTRUCTION OBSERVATION: During construction, all excavations
and grading shall be inspected by the Owner and/or Applicant's soils engineer prior to
placement of concrete and/or backfill so they can verify that the actual conditions are as
anticipated in the design -level geotechnical report and recommend appropriate changes
in the recommendations contained in the report, if necessary. The results of the
construction observation and testing shall be documented in an "as -built" letter/report
prepared by the Owner and/or Applicant's soils engineer and submitted to the Town
before a certificate of occupancy is granted.
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67. SOIL RECOMMENDATIONS: The project shall incorporate the geotechnical/geological
recommendations contained in the project's design -level geotechnical/geological
investigation as prepared by the Owner and/or Applicant's engineer(s), and any
subsequently required report or addendum. Subsequent reports or addendum are
subject to peer review by the Town's consultant and costs shall be borne by the Owner
and/or Applicant.
68. DEDICATIONS: The following shall be dedicated by separate instrument. The dedication
shall be recorded before any grading or building permits are issued:
a. A Private Ingress Egress Easement (PIEE), twenty (20) feet in width, for the benefit
of the neighboring Lot 8 to the west (15371 Santella Court; APN 527-09-035).
b. Storm drainage and sanitary sewer easements, as required.
69. PUBLIC IMPROVEMENTS: The following improvements shall be installed by the Owner
and/or Applicant. Plans for those improvements shall be prepared by a California
registered civil engineer, reviewed and approved by the Town, and guaranteed by
contract, Faithful Performance Security and Labor & Materials Security before the
issuance of any grading or building permits or the recordation of a map. The
improvements must be completed and accepted by the Town before a Certificate of
Occupancy for any new building can be issued.
a. Santella Court: 2" overlay from the middle of the cul-de-sac to the northern lip of
gutter, or alternative pavement restoration measure as approved by the Town
Engineer.
70. CERTIFICATE OF OCCUPANCY: The Engineering Division of the Parks and Public Works
Department will not sign off on a Temporary Certificate of Occupancy or a Final Certificate
of Occupancy until all required improvements within the Town's right-of-way have been
completed and approved by the Town.
71. FRONTAGE IMPROVEMENTS: The Owner and/or Applicant shall be required to improve
the project's public frontage (right-of-way line to centerline and/or to limits per the
direction of the Town Engineer) to current Town Standards. These improvements may
include but not limited to curb, gutter, sidewalk, driveway approach(es), curb ramp(s),
signs, pavement, raised pavement markers, thermoplastic pavement markings, storm
drain facilities, traffic signal(s), street lighting (upgrade and/or repaint) etc. The
improvements must be completed and accepted by the Town before a Certificate of
Occupancy for any new building can be issued.
72. UTILITIES: The Owner and/or Applicant shall install all new, relocated, or temporarily
removed utility services, including telephone, electric power and all other
communications lines underground, as required by Town Code Section 27.50.015(b). All
new utility services shall be placed underground. Underground conduit shall be provided
for cable television service. The Owner and/or Applicant is required to obtain approval
of all proposed utility alignments from any and all utility service providers before a
Certificate of Occupancy for any new building can be issued. The Town of Los Gatos does
not approve or imply approval for final alignment or design of these facilities.
73. PRIVATE EASEMENTS: Agreements detailing rights, limitations and responsibilities of
involved parties shall accompany any proposed private easement. Access driveway shall
be within the recorded access easement. A new private access easement shall be
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recorded, and a copy of the recorded agreement shall be submitted to the Engineering
Division of the Parks and Public Works Department, prior to issuance of a grading or
building permit. A realigned access driveway shall be completed prior to the issuance of
grading or building permit.
74. CURB AND GUTTER REPAIR: The Owner and/or Applicant shall repair and replace to
existing Town standards any curb and gutter damaged now or during construction of this
project. All new and existing adjacent infrastructure must meet Town standards. New
curb and gutter shall be constructed per Town Standard Details. New concrete shall be
free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a
stamp or equal shall be removed and replaced at the Contractor's sole expense and no
additional compensation shall be allowed therefore. The limits of curb and gutter repair
will be determined by the Engineering Construction Inspector during the construction
phase of the project. The improvements must be completed and accepted by the Town
before a Certificate of Occupancy for any new building can be issued.
75. DRIVEWAY APPROACH: The Owner and/or Applicant shall install one (1) Town standard
residential driveway approach. The new driveway approach shall be constructed per
Town Standard Plans and must be completed and accepted by the Town before a
Certificate of Occupancy for any new building can be issued. New concrete shall be free
of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp
or equal shall be removed and replaced at the Contractor's sole expense and no additional
compensation shall be allowed therefore.
76. SIGHT TRIANGLE AND TRAFFIC VIEW AREA: Any proposed improvements, including but
not limiting to trees and hedges, will need to abide by Town Code Sections 23.10.080,
26.10.065, and 29.40.030.
77. TRAFFIC IMPACT MITIGATION FEE: Prior to the issuance of any building or grading
permits, the Owner/Applicant shall pay the project's proportional share of transportation
improvements needed to serve cumulative development within the Town of Los Gatos.
The fee amount will be based upon the Town Council resolution in effect at the time the
building permit is issued. The fee shall be paid before issuance of any grading or building
permit. The final traffic impact mitigation fee for this project shall be calculated from the
final plans using the current fee schedule and rate schedule in effect at the time the
building permit is issued, using a comparison between the existing and proposed uses.
78. PRECONSTRUCTION PAVEMENT SURVEY: Prior to issuance of any grading or building
permit, the Owner and/or Applicant shall complete a pavement condition survey
documenting the extent of existing pavement defects using a smartphone video (in
Landscape orientation only) or digital video camera. The survey shall extend through the
Highlands of Los Gatos, from entry to the end of the Santella Court cul-de-sac. The results
shall be documented in a report and submitted to the Town for review.
79. POSTCONSTRUCTION PAVEMENT SURVEY: The Owner and/or Applicant shall complete a
pavement condition survey to determine whether road damage occurred as a result of
project construction. Rehabilitation improvements required to restore the pavement to
pre -construction condition and strength shall be determined using State of California
procedures for deflection analysis. The results shall be documented in a report and
submitted to the Town for review and approval before a Certificate of Occupancy for any
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Resolution 2020-005 March 3, 2020
new building can be issued. The Owner and/or Applicant shall be responsible for
completing any required road repairs prior to release of the faithful performance bond.
80. CONSTRUCTION VEHICLE PARKING: Construction vehicle parking within the public right-
of-way will only be allowed if it does not cause access or safety problems as determined
by the Town.
81. HAULING OF SOIL: Hauling of soil on- or off -site shall not occur during the morning or
evening peak periods (between 7:00 a.m. and 9:00 a.m. and between 4:00 p.m. and 6:00
p.m.), and at other times as specified by the Director of Parks and Public Works. Prior to
the issuance of a grading or building permit, the Owner and/or Applicant or their
representative shall work with the Town Building Department and Engineering Division
Inspectors to devise a traffic control plan to ensure safe and efficient traffic flow under
periods when soil is hauled on or off the project site. This may include, but is not limited
to provisions for the Owner and/or Applicant to place construction notification signs
noting the dates and time of construction and hauling activities, or providing additional
traffic control. Coordination with other significant projects in the area may also be
required. Cover all trucks hauling soil, sand and other loose debris.
82. CONSTRUCTION HOURS: All construction activities, including the delivery of construction
materials, labors, heavy equipment, supplies, etc., shall be limited to the hours of 8:00
a.m. to 8:00 p.m., weekdays and 9:00 a.m. to 7:00 p.m. weekends and holidays. The Town
may authorize, on a case -by -case basis, alternate construction hours. The Owner and/or
Applicant shall provide written notice twenty-four (24) hours in advance of modified
construction hours. Approval of this request is at discretion of the Town.
83. CONSTRUCTION NOISE: Between the hours of 8:00 a.m. to 8:00 p.m., weekdays and 9:00
a.m. to 7:00 p.m. weekends and holidays, construction, alteration or repair activities shall
be allowed. No individual piece of equipment shall produce a noise level exceeding
eighty-five (85) dBA at twenty-five (25) feet from the source. If the device is located
within a structure on the property, the measurement shall be made at distances as close
to twenty-five (25) feet from the device as possible. The noise level at any point outside
of the property plane shall not exceed eighty-five (85) dBA.
84. CONSTRUCTION MANAGEMENT PLAN SHEET: Prior to the issuance of any grading or
building permits, the Owner and/or Applicant's design consultant shall submit a
construction management plan sheet (full-size) within the plan set that shall incorporate
at a minimum the Earth Movement Plan, Project Schedule, employee parking,
construction staging area, materials storage area(s), concrete washout(s) and proposed
outhouse location(s). Please refer to the Town's Construction Management Plan
Guidelines document for additional information.
85. WVSD (West Valley Sanitation District): A Sanitary Sewer Clean -out is required for each
property at the property line, within one (1) foot of the property line per West Valley
Sanitation District Standard Drawing 3, or at a location specified by the Town.
86. SANITARY SEWER BACKWATER VALVE: Drainage piping serving fixtures which have flood
level rims less than twelve (12) inches (304.8 mm) above the elevation of the next
upstream manhole and/or flushing inlet cover at the public or private sewer system
serving such drainage piping shall be protected from backflow of sewage by installing an
approved type backwater valve. Fixtures above such elevation shall not discharge
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Resolution 2020-005 March 3, 2020
through the backwater valve, unless first approved by the Building Official. The Town
shall not incur any liability or responsibility for damage resulting from a sewer overflow
where the property owner or other person has failed to install a backwater valve as
defined in the Uniform Plumbing Code adopted by the Town and maintain such device in
a functional operation condition. Evidence of West Sanitation District's decision on
whether a backwater device is needed shall be provided prior to the issuance of a building
permit.
87. BEST MANAGEMENT PRACTICES (BMPs): The Owner and/or Applicant is responsible for
ensuring that all contractors are aware of all storm water quality measures and that such
measures are implemented. Best Management Practices (BMPs) shall be maintained and
be placed for all areas that have been graded or disturbed and for all material, equipment
and/or operations that need protection. Removal of BMPs (temporary removal during
construction activities) shall be replaced at the end of each working day. Failure to
comply with the construction BMP will result in the issuance of correction notices,
citations, or stop work orders.
88. STORMWATER DEVELOPMENT RUNOFF: All new development and redevelopment
projects are subject to the stormwater development runoff requirements. The Owner
and/or Applicant or their design consultant shall submit a stormwater control plan and
implement conditions of approval that reduce stormwater pollutant discharges through
the construction, operation and maintenance of treatment measures and other
appropriate source control and site design measures. Increases in runoff volume and
flows shall be managed in accordance with the development runoff requirements.
89. REGULATED PROJECT: The project is classified as a Regulated Project per Provision C.3.b.ii.
and is required to implement LID source control, site design, and stormwater treatment
on -site in accordance with Provisions C.3.c. and C.3.d..
90. SITE DESIGN MEASURES: All projects shall incorporate at least one of the following
measures:
a. Protect sensitive areas and minimize changes to the natural topography.
b. Minimize impervious surface areas.
C. Direct roof downspouts to vegetated areas.
d. Use porous or pervious pavement surfaces on the driveway, at a minimum.
e. Use landscaping to treat stormwater.
91. GREEN ROOF: A Green roof may be considered biotreatment systems that treat roof
runoff only if they meet certain minimum specifications. The green roof system planting
media shall be sufficiently deep to provide capacity within the pore space of the media
for the required runoff volume specified by Provision C.3.d.i.(1), in addition to supporting
the long-term health of the vegetation selected for the green roof, as specified by a
landscape architect or other knowledgeable professional.
92. UNLAWFUL DISCHARGES: It is unlawful to discharge any wastewater, or cause hazardous
domestic waste materials to be deposited in such a manner or location as to constitute a
threatened discharge, into storm drains, gutters, creeks or the San Francisco Bay.
Unlawful discharges to storm drains include, but are not limited to: discharges from
toilets, sinks, industrial processes, cooling systems, boilers, fabric cleaning, equipment
cleaning or vehicle cleaning.
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93. EROSION CONTROL: Interim and final erosion control plans shall be prepared and
submitted to the Engineering Division of the Parks and Public Works Department. A
maximum of two (2) weeks is allowed between clearing of an area and stabilizing/building
on an area if grading is allowed during the rainy season. Interim erosion control
measures, to be carried out during construction and before installation of the final
landscaping, shall be included. Interim erosion control method shall include, but are not
limited to: silt fences, fiber rolls (with locations and details), erosion control blankets,
Town standard seeding specification, filter berms, check dams, retention basins, etc.
Provide erosion control measures as needed to protect downstream water quality during
winter months. The Town of Los Gatos Engineering Division of the Parks and Public Works
Department and the Building Department will conduct periodic NPDES inspections of the
site throughout the recognized storm season to verify compliance with the Construction
General Permit and Stormwater ordinances and regulations.
94. DUST CONTROL: Blowing dust shall be reduced by timing construction activities so that
paving and building construction begin as soon as possible after completion of grading,
and by landscaping disturbed soils as soon as possible. Further, water trucks shall be
present and in use at the construction site. All portions of the site subject to blowing dust
shall be watered as often as deemed necessary by the Town, or a minimum of three (3)
times daily, or apply (non -toxic) soil stabilizers on all unpaved access roads, parking areas,
and staging areas at construction sites in order to insure proper control of blowing dust
for the duration of the project. Watering on public streets shall not occur. Streets shall
be cleaned by street sweepers or by hand as often as deemed necessary by the Town
Engineer, or at least once a day. Watering associated with on -site construction activity
shall take place between the hours of 8 a.m. and 5 p.m. and shall include at least one (1)
late -afternoon watering to minimize the effects of blowing dust. All public streets soiled
or littered due to this construction activity shall be cleaned and swept on a daily basis
during the workweek to the satisfaction of the Town. Demolition or earthwork activities
shall be halted when wind speeds (instantaneous gusts) exceed twenty (20) miles per
hour (MPH). All trucks hauling soil, sand, or other loose debris shall be covered.
95. AIR QUALITY: To limit the project's construction -related dust and criteria pollutant
emissions, the following the Bay Area Air Quality Management District (BAAQMD)-
recommended basic construction measures shall be included in the project's grading plan,
building plans, and contract specifications:
a. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas,
and unpaved access roads) shall be watered two times per day, or otherwise kept
dust -free.
b. All haul trucks designated for removal of excavated soil and demolition debris
from site shall be staged off -site until materials are ready for immediate loading
and removal from site.
C. All haul trucks transporting soil, sand, debris, or other loose material off -site shall
be covered.
d. As practicable, all haul trucks and other large construction equipment shall be
staged in areas away from the adjacent residential homes.
e. All visible mud or dirt track -out onto adjacent public roads shall be removed using
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wet power vacuum street sweepers at least once per day, or as deemed
appropriate by Town Engineer. The use of dry power sweeping is prohibited. An
on -site track -out control device is also recommended to minimize mud and dirt -
track -out onto adjacent public roads.
f. All vehicle speeds on unpaved surfaces shall be limited to fifteen (15) miles per
hour.
g. All driveways and sidewalks to be paved shall be completed as soon as possible.
Building pads shall be laid as soon as possible after grading unless seeding or soil
binders are used.
h. Post a publicly visible sign with the telephone number and person to contact at
the lead agency regarding dust complaints. This person shall respond and take
corrective action within forty-eight (48) hours. The Air District's phone number
shall also be visible to ensure compliance with applicable regulations.
i. All excavation, grading, and/or demolition activities shall be suspended when
average wind speeds exceed twenty (20) miles per hour.
j. Vegetative ground cover (e.g., fast -germinating native grass seed) shall be planted
in disturbed areas as soon as possible and watered appropriately until vegetation
is established.
96. DETAILING OF STORMWATER MANAGEMENT FACILITIES: Prior to the issuance of any
grading or building permits, all pertinent details of any and all proposed stormwater
management facilities, including, but not limited to, ditches, swales, pipes, bubble -ups,
dry wells, outfalls, infiltration trenches, detention basins and energy dissipaters, shall be
provided on submitted plans, reviewed by the Engineering Division of the Parks and Public
Works Department, and approved for implementation.
97. CONSTRUCTION ACTIVITIES: All construction shall conform to the latest requirements of
the CASOA Stormwater Best Management Practices Handbooks for Construction
Activities and New Development and Redevelopment, the Town's grading and erosion
control ordinance, and other generally accepted engineering practices for erosion control
as required by the Town Engineer when undertaking construction activities.
98. WATER FEATURES: New swimming pools, hot tubs or spas shall have a connection to the
sanitary sewer system, subject to West Valley Sanitation District's authority and
standards, to facilitate draining events. Discharges from these features shall be directed
to the sanitary sewer and are not allowed into the storm drain system.
99. SITE DRAINAGE: Rainwater leaders shall be discharged to splash blocks. No through curb
drains will be allowed. On -site drainage systems for all projects shall include one of the
alternatives included in section C.3.i of the Municipal Regional NPDES Permit. These
include storm water reuse via cisterns or rain barrels, directing runoff from impervious
surfaces to vegetated areas and use of permeable surfaces. No improvements shall
obstruct or divert runoff to the detriment of an adjacent, downstream or down slope
property.
100. STORM WATER MANAGEMENT PLAN: A storm water management shall be included with
the grading permit application for all Group 1 and Group 2 projects as defined in the
amended provisions C.3 of the Municipal Regional Stormwater NPDES Permit, Order R2-
2015-0049, NPDES Permit No. CAS612008. The plan shall delineate source control
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Resolution 2020-005 March 3, 2020
measures and BMPs together with the sizing calculations. The plan shall be certified by a
professional pre -qualified by the Town. In the event that the storm water measures
proposed on the Planning approval differ significantly from those certified on the
Building/Grading Permit, the Town may require a modification of the Planning approval
prior to release of the Building Permit. The Owner and/or Applicant may elect to have
the Planning submittal certified to avoid this possibility.
101. STORM WATER MANAGEMENT PLAN CERTIFICATION: Certification from the biotreatment
soils provider is required and shall be given to Engineering Division Inspection staff a
minimum of thirty (30) days prior to delivery of the material to the job site. Additionally
deliver tags from the soil mix shall also be provided to Engineering Division Inspection
staff. Sample Certification can be found here:
http://www.scvurppp-w2k.com/nd wp.shtml?zoom hiehlisht=BIOTREATMENT+SOIL.
102. SILT AND MUD IN PUBLIC RIGHT-OF-WAY: It is the responsibility of Contractor and
homeowner to make sure that all dirt tracked into the public right-of-way is cleaned up
on a daily basis. Mud, silt, concrete and other construction debris SHALL NOT be washed
into the Town's storm drains.
103. GOOD HOUSEKEEPING: Good housekeeping practices shall be observed at all times during
the course of construction. All construction shall be diligently supervised by a person or
persons authorized to do so at all times during working hours. The Owner and/or
Applicant's representative in charge shall be at the job site during all working hours.
Failure to maintain the public right-of-way according to this condition may result in
penalties and/or the Town performing the required maintenance at the Owner and/or
Applicant's expense.
104. PERMIT ISSUANCE: Permits for each phase; reclamation, landscape, and grading, shall be
issued simultaneously.
105. COVERED TRUCKS: All trucks transporting materials to and from the site shall be covered.
TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT:
106. FIRE SPRINKLERS REQUIRED: An automatic residential fire -sprinkler system shall be
installed in one -and two-family dwellings as follows: In all new one -and two-family
dwellings and in existing one -and two-family dwellings when additions are made that
increase the building area to more than 3,600 square feet. Exception: A one-time addition
to an existing building that does not total more than 1,000 square feet of building area.
Note: The owner(s), occupant(s), and any contractor(s) or subcontractor(s) are
responsible for consulting with the water purveyor of record in order to determine if any
modifications or upgrade of the existing water service is required. A State of California
licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed
permit application, and appropriate fees to this department for review and approval prior
to beginning their work. CFC Section 313.2 as adopted and amended by LGTC.
107. WATER SUPPLY REQUIREMENTS: Potable water supplies shall be protected from
contamination caused by fire protection water supplies. It is the responsibility of the
applicant and any contractors and subcontractors to contact the water purveyor
supplying the site of such project, and to comply with the requirements of that purveyor.
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Resolution 2020-005 March 3, 2020
Such requirements shall be incorporated into the design of any water -based fire
protection systems, and/or fire suppression water supply systems or storage containers
that may be physically connected in any manner to an appliance capable of causing
contamination of the potable water supply of the purveyor of record. Final approval of
the system(s) under consideration will not be granted by this office until compliance with
the requirements of the water purveyor of record are documented by that purveyor as
having been met by the applicant(s). 2016 CFC Sec. 903.3.5 and Health and Safety Code
13114.7
108. CONSTRUCTION FIRE SAFETY: All construction sites must comply with applicable
provisions of the CFC Chapter 33 and our Standard Detail and Specification SI-7. Provide
appropriate notations on subsequent plan submittals, as appropriate to the project. CFC
Chapter 33.
109. FIRE DEPARTMENT (ENGINE) DRIVEWAY TURNAROUND REQUIREMENT: Provide an
approved fire department engine driveway turnaround with a minimum radius of 36 feet
outside and 23 feet inside. Maximum grade in any direction shall be a maximum of 5%.
Installations shall conform with Fire Department Standard Details and Specifications D-1.
CRF Sec. 503.
110. FIRE APPARATUS (Engine) ACCESS DRIVEWAY REQUIRED: Provide an access driveway with
a paved all-weather surface, a minimum unobstructed width of 12 feet, vertical clearance
of 13 feet 6 inches, and a maximum slope of 15%. Installations shall conform to the Fire
Department Standard Details Specifications D-1 and CFC Section 503. The proposed
driveway slope of 17.2% exceeds the maximum of 15% and has received approval for a
variance from the Fire Marshal's Office on 04/18/18.
111. WILDLAND-URBAN INTERFACE: This project is located within the designated Wildland-
Urban Interface Fire Area. The building construction shall comply with the provisions of
Section R327 of the California Residential Code or the California Building Code (CBC)
Chapter 7A., as applicable. Note that vegetation clearance shall be in compliance with
CBC Section 701A.3.2.4 prior to project final approval. Check with the Planning
Department for related landscape plan requirements.
112. ADDRESS IDENTIFICATION: New and existing buildings shall have approved address
numbers, building numbers or approved building identification placed in a position that
is plainly legible and visible from the street or road fronting the property. These numbers
shall contrast with their background. Where required by the fire code official, address
numbers shall be provided in additional approved locations to facilitate emergency
response. Address numbers shall be Arabic numbers or alphabetical letters. Numbers
shall be a minimum of 4 inches (101.6 mm) high with a minimum stroke width of 0.5 inch
(12.7 mm). Where access is by means of a private road and the building cannot be viewed
from the public way, a monument, pole or other signs or means shall be used to identify
the structure. Address numbers shall be maintained. CFC Section 505.1.
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Resolution 2020-005 March 3, 2020
PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:21:57 PMA000Title Sheet1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032O L G A A R D R E S I D E N C E(APN): 527-09-036. 15365 SANTELLA COURT, LOS GATOS CALIFORNIA 95032PLANNING DEPARTMENT DEVELOPMENT APPLICATIONPlanning Backcheck Submittal 05: Jan. 08, 2020ATTACHMENT 13
DWA1011SIM101A1011Ref1Ref1Ref1Ref01View Name1/8" = 1'-0"1tNorth Arrow (Direction)Align Symbol(refers to adjacent plane)Detail Call Out(refers to view &Sheet Number)Grid Bubble(reference line call out)Datum Point or Work Pointor Control PointBuilding Section Call Out(Identifies section cut location,view direction & refersview and sheet number)Building Wall(Screened line indicate "existing"dashed lines indicate"for demolition")View Reference Symbol(indicates location of the View & Sheet numbers)View Call Out(indicates the number & scale of the drawing view)Window Symbol & Tag(indicates the location& type of the window)Door Symbol and Tag(indicates the location, direction and type of the swing door)Sliding Door Symbol and Tag(indicates the location, type of the sliding door)Vanity Unit Lavatory Faucets: ≤1.5 gpmWall Hung Water Closet. Max. 1.28 Gallons per Flush) W/ concealed cisternBath Tub101Roof DrainCook TopDish WasherFloor DrainLinear Shower DrainHose bibShower Head, 2GPM Max.Built-in Double OvenRefrigeratorRange Exhaust hoodClothes WasherClothes Dryer1A101SIMNameElevation1AY1Y64X1H292 SFB131'-2"318 SFB219 SFB416 SFB3410 SFL1500 SFL21130 SFL7137 SFL4109 SFL5710 SFG1230 SFL34'-7 1/2"17'-8"115 SFL831'-3 1/2"6'-6"65 SFL6X429'-6"16'-3 1/2"6'-8"9'-11"22'-11 1/2"17'-8 1/2"19'-0"34'-9 1/2"14'-3"14'-0 1/2"9'-7"7'-3 1/2"11'-4 1/2"9'-7 1/2"22'-4"8'-11 1/2"112 SFB58'-9"1AY1Y64X1H382 SFU1793 SFU254 SFU3240 SFU11241 SFU4537 SFU5273 SFU611 SFU723 SFU954 SFU10225 SFU813'-4 1/2"11'-1"22'-2 1/2"4'-10"17'-0"14'-0"8'-3"6'-3"17'-2"16'-1"7'-2"28'-2 1/2"28'-7 1/2"14'-10 1/2"18'-9"6'-3 1/2"X4PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:22:00 PMA100Project Data Sheet1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032SPEC. SPECIFICATIONSS STAINLESS STEELSSD SEE STRUCTURAL DRAWINGSSTD STANDARDSTL STEELSTRUCT. STRUCTURALSYM. SYMMETRICALT&B TOP & BOTTOMT.C. TOP OF CURBT.O. TOP OFT.O.C. TOP OF CURB/CONCRETET.O.G. TOP OF GRADET.O.P. TOP OF PARAPET/TOP OF PLATET.O.S. TOP OF STEEL/TOP OF SLABT.O.W. TOP OF WALLT.P.D. TOILET PAPER DISPENSERT.S. TUBE STEELT.V. TELEVISIONTHK. THICKTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDUC. UNDERCUTV.I.F. VERIFY IN FIELDW.C. WATER CLOSETW.H. WATER HEATERW.P. WATER PROOFW.S. WEATHER STRIPPINGW/ WITHW/O WITHOUTWD WOODWDW WINDOWWSCT WAINSCOTWWM WELDED WIRE MESHNA NOT APPLICABLEO.C. ON CENTERO.F.C.I. OWNER FURNISHEDCONTRACTOR INSTALLEDO.F.O.I. OWNER FURNISHED OWNERINSTALLEDO.H. OPPOSITE HANDO/ OVEROPP. OPPOSITEP.H. PANIC HARDWAREP.U.E PUBLIC UTILITY EASEMENTPAV. PAVINGPLYWD. PLYWOODR.D./O.D. ROOF DRAIN/OVERFLOW DRAINR.H.M.S. ROUND HEAD MACHINE SCREWR.H.S.M.S ROUND HEAD SHEET METALSCREWR.H.W.S. ROUND HEAD WOOD SCREWR.W.L. RAIN WATER LEADERRAD. RADIUSREF. REFERENCEREFR. REFRIGERATORREQ. REQUIREDS.C. SOLID CORES.F. SQUARE FOOTAGESCD SEE CIVIL DRAWINGSSECT. SECTIONSED SEE ELECTRICAL DRAWINGSSHT. SHEETSIM. SIMILARSMD SEE MECHANICAL DRAWINGSSMS SHEET METAL SCREWSPD SEE PLUMBING DRAWINGSF.F. FINISH FLOORF.H.M.S. FLAT HEAD MACHINE SCREWF.H.W.S. FLAT HEAD WOOD SCREWF.O. FACE OFF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.P. FACE OF PLYWOODF.O.S. FACE OF STUDFDN. FOUNDATIONFIN. FINISHFT. FOOTFURR. FURRINGG.I. GALVANIZED IRONGA. GAUGEGALV. GALVANIZEDGYP.BD. GYPSUM BOARDH.B. HOSE BIBHGT. HEIGHTINFO. INFORMATIONINSUL. INSULATIONINT. INTERIORJB. JUNCTION BOXL.D. LANDSCAPE DRAWINGSL.H. LEFT HANDMAX. MAXIMUMMECH. MECHANICALMET. METALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMTD. MOUNTEDN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALECLKG. CAULKINGCLO. CLOSETCLR. CLEARCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONT. CONTINUOUSCTR. CENTERCTSK. COUNTERSUNKD.L. DOOR LOUVERD.S. DOWNSPOUTDBL. DOUBLEDEMO. DEMOLITIONDET. DETAILDIA DIAMETER OR ROUNDDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN DOWNDR. DOORE.J. EXPANSION JOINTE.O.S. EDGE OF SLABE.W. EACH WAYEA. EACHELEC. ELECTRICALELEV. ELEVATIONEQ. EQUALEQPT. EQUIPMENTEXT. EXTERIORF.A. FIRE ALARMF.D. FLOOR DRAIN" INCH/INCHES# POUND/NUMBER' FOOT/FEET(E) EXISTING(N) NEW.X BY.° DEGREES.± PLUS/MINUS@ ATA.B. ANCHOR BOLTA.C. ASPHALTIC CONCRETEA.F.F. ABOVE FINISH FLOORARCH. ARCHITECTURALB.O. BOTTOM OFB.O.F. BOTTOM OF FOOTINGB.S. BOTH SIDESBD. BOARDBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGC.D. CIVIL DRAWINGSC.F.C.I. CONTRACTOR FURNISHEDCONTRACTOR INSTALLEDC.G. CORNER GUARDC.I. CAST IRONC.J. CONTROL JOINTC.O. CLEAN OUTC.W. COLD WATERCAB. CABINETCEM. CEMENTCER. CERAMICCL CENTER LINECLG. CEILING1 EXISTING CONSTRUCTION DATA SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE DRAWINGS AND FIELDMEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ALLEXCEPTIONS BEFORE PROCEEDING WITH THE WORK.2 SEE ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS AND ELEVATIONS EXCEPT WHERE INDICATED OTHERWISE.3 ALL DISCREPANCIES BETWEEN DRAWINGS SHALL BE CLARIFIED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.4 IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR DETAILED ON THE DRAWINGS ORCALLED FOR IN THE GENERAL NOTES, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SIMILARCONDITIONS THAT ARE SHOWN OR CALLED FOR.5 DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED ON THE JOB SITE BY EACHCONTRACTOR. ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE WORK BEGINS ORSUPPLIES ARE ORDERED6 VERIFY ELECTRICAL, MECHANICAL, FIRE ALARM, TELEPHONE AND SECURITY REQUIREMENTS BEFORE CONSTRUCTION BEGINS.8 CONTRACTOR SHALL DISPOSE OF ALL REMOVED AND/ OR DEMOLISHED MATERIAL, WASTE AND DEBRIS CAUSED BY WORK9 WORK INDICATED AS "OWNER FURNISHED, CONTRACTOR INSTALLED" (O.F.C.I.) SHALL MEET ALL APPLICABLE CODES ANDREGULATORY REQUIREMENTS INDICATED WITHIN THESE DOCUMENTS AND SHALL BE INSTALLED AND FULLY OPERATIONALPRIOR TO FINAL APPROVAL AND OCCUPANCY OF THIS PROJECT10 ALL UTILITY TRENCHES AND BUILDING PADS SHALL BE PROPERLY BACK FILLED AND COMPACTED11 PRIOR TO BUILDING PERMIT FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATIONMANAGEMENT REQUIREMENTS PRESCRIBED IN CALIFORNIA FIRE CODE SECTION 4906,INCLUDING CALIFORNIA PUBLICRESOURCES CODE 4291 OR CALIFORNIA GOVERNMENT CODE SECTION 51182 PER CRC R337.1.512 THIS PROJECT IS IN WILDLAND URBAN INTERFACE HIGH FIRE AREA AND MUST COMPLY WITH SECTION R337 OF THE 2016CALIFORNIA RESIDENTIAL CODE,PUBLIC RESOURCES CODE 4291 AND CALIFORNIA GOVERNMENT CODE SECTION 51182. ALLEXTERIOR BUILDING MATERIALS SHALL CONFORM TO SFM CHAPTER 12-7A MATERIALS AND CONSTRUCTION METHODS FOREXTERIOR WILDFIRE EXPOSURE SYSTEMOLGAARD RESIDENCEDEVELOPMENT OF A NEW, TWO LEVEL, SINGLE FAMILY DWELLINGPROJECT DESCRIPTIONPROPERTY & BUILDING DIMENSIONAL COMPLIANCE ZONING ASSESSOR PARCEL NUMBER:CONSTRUCTION CITY:ADDRESSTOTAL SITE AREA:OCCUPANCY TYPE:LOT NO.:HR-2 1/2; PDLos Gatos527-09-03615365 Santella CourtV-NR/ Sprinklered - V-B2 AcresR-3 Single Family Dwelling9BUILDING DATAGROSS LOT SIZEREQ'D /ALLOWEDPROPOSED"SETBACKS"MINIMUM FRONT YARD - ROADMINIMUM SIDE YARDMINIMUM SIDE YARDMINIMUM REAR YARDMAXIMUM BUILDING HEIGHTAVERAGE LOT SLOPE TOTAL UPPER LEVEL DECK AREASFLOOR AREA RATIO (F.A.R) ALLOWABLE FLOOR AREATOTAL HABITABLE BUILDING AREA (including Basement Area) COVERED PARKINGGARAGE AREAFRONT PARKING AND FIRE TRUCK TURN AROUND AREALOWER (BELOW DECK) PATIO AREABELOW GRADE AREAOFF STREET (UNENCLOSED) PARKINGFRONT DRIVE WAY AREATOTAL IMPERVIOUS SURFACE (LOT COVERAGE) AREA REMAINING HARDSCAPE AREAGROSS LOT SIZE MINUS DRIVEWAY ARMDRIVEWAY PORTION OF LOT AREA (Narrow Width)NET LOT SIZESouthEastWestNorth25'-0"22'25'0"25'0"20'0"66'0"20'0"106'0"30'0"266'0"236285 SFNA7.3%756 SF31.18%NA32,271 SF6,000 SF5,840SF711 SF890 SF3956 SF233174 SF17,617 SF5882 SF87,475 SF6,797 SF400 SF1447 SFThe Project scope involves site development, design and construction of a two level, 4 bed, 4 1/2 bath and 3 car garage, single family dwelling of 6285 sf floor area on a 2 acre, hill side, vacant lot .APPLICABLE BUILDING CODES -2016 CALIFORNIA BUILDING CODE:Part 1 Administrative CodePart 2 California Building Code (CBC), VOL. 1 & 2Part 2.5 California Residential Code (CRC)Part 3 California Electrical Code (CEC)Part 4 California Mechanical Code (CMC)Part 5 California Plumbing Code (CPC)Part 6 California Energy CodePart 8 California Historical Building CodePart 9 California Fire Code (CFC)Part 11 California Green Building Standards Code (CAL Green)Part 12 California Reference Standards CodeNation 2009 Los Gatos Town CodeAnd all other local and state laws and regulationsGOVERNING CODESABBREVIATIONSSYMBOL LEGENDGENERAL NOTESVICINITY MAPPARCEL MAP(APN): 527-09-036. Address: Lot 9,15365 Santella Court, Los Gatos CA 95032PROJECT DIRECTORYOWNERCHRISTIAN OLGAARD & HELEN OLGAARD21355 SARATOGA HILLS ROADSARATOGA CA 95070PHONE:(408) 505 7715EMAIL:CHRISTIAN@OLGAARD.COMSHEETNUMBERSHEET NAMEA000 Title SheetA100 Project Data SheetA102 SiteplanA103 Lower Level Floor PlanA104 Upper Level Floor PlanA105 Roof PlanA106 Building ElevationsA108 Building SectionsA109 Building SectionsA110 Building SectionsA115 Perspective Views-01A116 Perspective Views 02A117 Axonometric ViewsA118 Elevations with Exterior Materials IdentifiedC1 Cover SheetC2 Stormwater Pollution Prevention PlanC3 Existing TopographyC4 Grading and Drainage PlanC5 Driveway Plan and ProfileC6 Grading and Drainage PlanC7 Section and DetailsC8 Erosion Control PlanL1.0 Planting PlanL2.0 Fence Plan and Wall DetailsL2.1 Driveway Gate Plan and DetailsL2.2 DetailsL3.0 Tree PlanAllowable Floor Area & Calculation TableNameAreaCommentsL1410.11 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L2499.68 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L3229.70 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L4136.86 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L5108.77 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L665.41 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L71130.27 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L8114.84 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)Lower floor Area enclosed space thatexceeds 4 feet( in height) aboveadjacent grade)2695.65 SFU1381.96 SF Upper Floor AreaU2793.33 SF Upper Floor AreaU353.57 SF Upper Floor AreaU4241.28 SF Upper Floor AreaU5536.87 SF Upper Floor AreaU6273.46 SF Upper Floor AreaU710.86 SF Upper Floor AreaU8225.17 SF Upper Floor AreaU922.63 SF Upper Floor AreaU1054.34 SF Upper Floor AreaU11239.96 SF Upper Floor AreaUpper Floor Area2833.42 SFTotal Enclosed Gross Floor Area 5529.07 SF1" = 20'-0"1Lower Level Floor Area Calculation DiagramBasement Floor Area & Calculation TableName AreaCommentsB1292.24 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B2318.14 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B315.58 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B418.58 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B5111.71 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)Total Enclosed Basement Floor Area 756.25 SF1" = 20'-0"2Upper Level Floor Area Calculation DiagramARCHITECTHARI SRIPADANNA AIA LEEDAP SRUSTI ARCHITECTS18524 MONTPERE WAY SARATOGA CA 95070PHONE:(408) 507 8138EMAIL:HARI@SRUSTIARCHITECTS.COMSTRUCTURAL ENGINEERDOUG ROBERTSON, S.E.DAEDALUS STRUCTURAL ENGINEERING, 12930 SARATOGA AVENUE, STE B9, SARATOGA, CA 95070PHONE:(408) 517 0373 EMAIL:DOUG@DAEDALUS-ENG.COMLANDSCAPE ARCHITECTDAVID FOX, ASLADAVID R FOX & COMPANY. 1188 KOTENBURG AVE,SAN JOSE, CA 95125PHONE:(408) 761 0212 EMAIL:DAVID@FOXLA.NETFLOOR AREA CALCULATION DIAGRAMGarage Floor Area & Calculation TableName AreaCommentsG1710.44 SF Garage /Utilities Area (enlcosed area over 400 sf. shall be counted towards F.A.R)Total Enclosed Garage Floor Area 710.44 SFGarage Floor area Exemption 400.00 SFRemaing Garage Floor Area after Exemption= 310.44 SFPROPOSED TOTAL ALLWABLE FLOOR AREA=5529.07+310.44= 5,840 SF.CIVIL ENGINEERAMANDA (WILSON) MUSY-VERDEL HANNA-BRUNETTI7651 EIGLEBERRY STREET,GILROY ,CA 95020 PHONE: (408) 842-2173EMAIL:AMANDA@HANNABRUNETTI.COMMECH. & PLUMB. ENGINEERELECTRICAL ENGINEERLEED CONSULTANTSHANNON ALLISONALTER CONSULTING ENGINEERS1091 56th STREETOAKLAND CA, 94608PHONE: (510)-406-8535EMAIL: SHANNON@ALTERENGINEERS.COMDEFERRED SUBMITTALS1. Fire sprinkler system (NFPA 13-D 2016 Addition Standard) shall be installed throughout the entire structure under a separate permit. Fire SprinklerContractor shall obtain a prior approval from Water Utility Companybeforeinstallation.2. Contractor shall furnish the design and construction and installation of anapproved fire sprinkler system. The design shall be provided by an approved fire sprinkler contractor that is licensed to work in the state. 3. All labor, materials, valves, equipment and services necessary to complete theproject shall be included. Layout drawings, design and equipment lists must bereviewed and approved by the Fire Marshall and the building Departmentprior to installation. Drawings shall show the building to be completelysprinklered throughout, all concealed areas including attic and garages.DAVID MAINO ATIUM ENGINEERING3533 YORK LN SAN RAMON, CA 94582 PHONE: (913) 961-1658EMAIL: MAINO@ATIUMENG.COMDEVIN (KURTZ) JOHNSONBRIGHT GREEN STRATEGIES INC.1717 SEABRIGHT AVE. SUITE 4, SANTA CRUZ, CA 95062PHONE: (510) 863-1109 ext. 1006EMAIL: DEVIN@BRIGHTGREENSTRATEGIES.COMFire sprinkler system (NFPA 13-D 2016 Addition Standard) shall be installed throughout the entire structure under a separate permit. Fire Sprinkler Contractor shall obtain a prior approval from Water Utility Companybefore installation.80,678 SFPlanning Backcheck Submittal 05: Jan. 08, 2020
DN692'-0"
694'-0" 690'-0" 692'-0" 694'-0" 686'-0" 688'-0" 690'-0" 692'-0" 694'-0" 686'-0" 688'-0" 690'-0" 692'-0" 694'-0" 690'-0"
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6 9 4 '-0 " 3A1081AY1Y6X12A1094A1102A110X4F.F 688.00EXT. F.G. 694.00693.50693.5021Extent of (from #1 to #2 ) enclosed Basement area that does not extend 16'0"X16'6"Media Room12'0"X10'0"Wine Cellar4'8"X6'0"Closet5'10"X6'6"Bath11'10"X15'10 1/2"Bedroom-Hallway9'8"X13'7"Studio9'6"X7'9"Storage13'8"X8'4"Lower Foyer-Hallway15'9"X15'3"Bedroom13'0"X17'7"Lower Entry CourtyardAREA OF FILL (3ft. Max. Ht. from <E> Grade)EXT. F.G. 693.50693.50EXT. F.G. 693.50EXT. F.G. 693.50EXT. F.G. 693.5017% SLOPE15% SLOPE16% SLOPEBasement area (756.25 SF.) not be included in the floor area ratio calculation13'4"X5'11"Wet BarEXT. F.G. 694.00EXT. F.G. 694.00TOW 690.00TOW 693.00TOW 690.212A101EXT. F.G. 688.00EXT. F.G. 688.00EXT. F.G. 688.00TOW 687.753A101more than four (4) feet above the existing or finished exterior grade.15% SLOPECUTFILLLower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"2A108Y1Y2Y6Y4Y3Y52A1094A110Basement Ceiling Level 697' - 5"Basement Ceiling Level 697' - 5"To Ceiling Ht.From Finished Ext. Grade3'-5"<E> GRADE<E>GRADE<E>GRADEFILL2'-3"EXT. <E> Grade 694' - 0"CUT3'-6"Daylight Well F.G. 690' - 6"CUT6'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108X3X12A110X4X2CUT6'-0"Basement Ceiling Level 697' - 5"To Ceiling Ht.From Finished Ext. Grade3'-5"FILLMAX3'-0"FILLMAX3'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:22:08 PMA101Basement Diagrams1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950323/16" = 1'-0"1Enlarged Basement Floor Plan3/16" = 1'-0"2Partial Southwest Elevation3/16" = 1'-0"3Partial Northwest ElevationLEGENDPlanning Backcheck Submittal 05: Jan. 08, 2020
DN 592' 594' 596' 598' 600' 602' 604' 606' 608' 610' 612' 614' 616' 618' 620' 622' 624' 626' 628' 630' 632' 634' 636' 638' 640' 642' 644' 646' 648' 650' 652' 6 5 4 ' 654' 656' 656' 658' 658' 660' 660' 662' 662' 664' 664' 6 66' 666' 668' 668' 670' 670' 672' 672' 6
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L R D AUTILITY EASEMENTXX#671Fair ConditionBLUE OAKX#675Fair ConditionBLUE OAKXX#662Good ConditionBLUE OAKSANTELLA CT.X#676Poor ConditionX#660Good ConditionBLUE OAKX#652Fair ConditionBLUE OAK#674Poor ConditionVALLEY OAK#668Poor ConditionBLUE OAK#682Fair ConditionBLUE OAKUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTLR D A
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LRDAPRIV A TE SC EN IC EA SEM EN TPRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684Poor ConditionVALLEY OAK#683Poor ConditionBLUE OAK#685Poor ConditionVALLEY OAK#681Fair ConditionBLUE OAK#680Fair ConditionBLUE OAK#679Good ConditionBLUE OAK+680'+675'+670'+665'+692'Upper DeckLower PatioEntry StairLower Entry CourtGarage Entry/ Visitor ParkingEntry Way#653Fair ConditionBLUE OAK#654Good ConditionBLUE OAK#665Fair ConditionBLUE OAK#664Good ConditionBLUE OAK#663Fair ConditionBLUE OAK#661Good ConditionBLUE OAK#659Good ConditionBLUE OAK#667Fair ConditionCOAST LIVE OAK#666Fair ConditionBLUE OAK627Fair ConditionBLUE OAK#657Good ConditionBLUE OAK626Fair ConditionBLUE OAK#658Good ConditionBLUE OAK#670Fair Condition#669Fair ConditionBLUE OAKA1061A1064A1062A1063X#656Fair ConditionBLUE OAK624Good ConditionBLUE OAK236BLUE OAK623Good ConditionBLUE OAK622Good ConditionBLUE OAK677Good ConditionCOAST LIVE OAK1AY1Y64X1HXXLOT #9LOT #8LOT #10#244BLUE OAKBLUE OAKCOAST LIVE OAKLRDALRDAVIEW DIRECTION FROM SELINDA WAYXX4A1072A1074A1073A1075-A1076A1077A1078X620Good ConditionBLUE OAK#678Fair ConditionBLUE OAKX#691Doesn't ExistCOAST LIVE OAKX#634Fair ConditionVALLEY OAK#690Fair ConditionBLUE OAKPROPERTY LINE536.48'PROPERTY LINE536.48'BLUE OAKPROPERTY LINE30.22'P R O P ER TY LIN E3 3 3 .5 2 'P R O P ER TY LIN E
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15 3 .1 2 'PROPERTY LINE410.10'PROPERTY LINE410.10'PROPERTY LINE410.10'PROPERTY LINE536.48'PROPERTY LINE410.10'REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQ D . SID EYA RD SETBA C K20'-0"PROVIDED SETBACK66'-0"PRO V ID ED SETBA C K106'-0"DRIVEWAY GATESee Landscape DrawingsTrash EnclosureVIEW DIRECTION FROM BLOSSOMHILL ROADA1181A1182A1183A1184Mailbox & Address Numbersper Santa Clara County FireDepartment StandardsASSUMED FRONTYARD PROPERTYLINER E Q U IR E DFRONT Y A R D S E TB A C K
3 0 '-0 "15358 X2Good ConditionBLUE OAKX1Good ConditionBLUE OAKZ5Good ConditionBLUE OAKZ2Good ConditionBLUE OAKZ3Good ConditionBLUE OAKY1Good ConditionBLUE OAKY2Good ConditionVALLEY OAKY4Good ConditionBLUE OAKY3Good ConditionBLUE OAKZ4Good ConditionBLUE OAKOutline of the Building Lot # 8 Driveway Entrance18'-0"Shared Driveway18'-0"Shared Driveway18'-0"Private Driveway16'-0"Roof Overhang2'-4 3/4"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:28:57 PMA102Siteplan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321" = 20'-0"1Site PlanA1Planning Backcheck Submittal 05: Jan. 08, 2020
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DNDNDNDNDNDN12'0"X10'0"Wine Cellar16'0"X16'6"Media Room4'8"X6'0"Closet5'10"X6'6"Bath11'10"X15'10 1/2"Bedroom9'8"X13'7"Studio3'0"X7'0"Mech Rm.15'9"X15'3"Bedroom6'0"X9'3"Bath6'0"X5'7 1/2"Closet18'0"X15'5"Lower Family Room16'0"X17'8"Master Bedroom16'0"X9'9 1/2"Master Bath16'0"X7'7"Master Closet12'0"X8'7"Laundry16'0"X6'0"Mud Room8'9.5"X6'0"Mech/Pool Equip. Rm.8'0"X6'0"Elec. Rm22'1"X31'11"GarageLower PatioEntry StairGarage Entry/ Visitor ParkingEntry WayDrive Way1A10813'0"X17'7"Lower Entry Courtyard49'7 1/2"X12'10"Lower Patio-Outdoor Fire Place-Hallway3A1084A1082A10812DCAY1Y2Y63BEG2.24G9Y42.52.6X3X1Y3D9A1Y5F6H1A109LRDALRDALRDALRDALRDALRDALRDALRDA2A1093A1094A1091A1103A1104A11013'4"X5'11"Wet Bar9'6"X7'9"Storage13'8"X8'4"Lower Foyer2A110X4X2FPoolWest Upper Deck Abv.OW03ED02OW02ED05ED05OW02EGD01EGD02ED07ID02ID02ID03ID02ID02690.50689.00ID10ID11-HallwayED04ID02ID12ID08ID03ID06ID02ID03ID02ID03ID13ID02ID11ID05OW03CW3W02ID03ID13CW7W01CW 6W 01OW02OW02CW3W04ID03ID02ID03ID03ID03OW02CW7W02CW7W03OW02CW3W07LCW3W07R5%F.F 688.00F.F 688.002%5%5%ID09TOW 689.50ID07690.174'0"X6'2"Store RoomED06690.50690.75PROPERTY LINE333.52'A1011REAR PROPERTY SETBACK25'-0"PROPERTY LINE536.48'42" High-Metal Railing with Glass Panel Infill andWood Hand Rail(Comply w/ C.B.C 1012 & 1013)42" High-Metal Railing with Glass Panel Infill andWood Hand Rail(Comply w/ C.B.C 1012 & 1013)SID EY A R D SE TB A C K20'-0"46'-8"40'-2"6'-6"107'-10 1/2"1'-3 3/4"11'-2"15'-8"12'-3 1/2"11'-2"1'-3 3/4"16'-1 3/4"9'-2 1/2"7'-1"19'-5"3'-1 1/4"47'-6"8'-11 1/2"6'-8 1/2"5'-10"4'-2"8'-4"13'-6"39'-3"5'-9"17'-0"16'-6"ED06ID10ED06OW0333'-2 1/2"4'-6 1/2"17'-6 1/2"22'-1"Outdoor Fireplace shall comply with the CBC and the Highlands of Los Gatos CC&R’s. 680678676674672PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:53:50 PMA103Lower Level FloorPlan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Lower Level Floor Plan11Key NotesProvide Signage that this room will not be used for sleepingA2Planning Backcheck Submittal 05: Jan. 08, 2020
DND
N
DN
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DN18"X15'0"Dining21'0"X15'0"Kitchen10'0"X5'0"Breakfast Nook15'0"X20'0"Upper Family Room5'6"X5'0"Toilet12'0"X12'0"Office7'2"X6'4"Bath12'0"X12'0"Bedroom4'6"X6'4"Closet16'0"X13'0"Upper Foyer22'0"X16'0"Living RoomLower PatioEntry StairLower Entry CourtyardGarage Entry/ Visitor ParkingEntry WayDrive WayLRDALRDALR D A
46'-8"40'-2"6'-6"1A1083A1084A1082A10812DCAY1Y2Y63BEG2.24G9Y42.52.6X3X1Y3D9A1Y5F6H9'-0"X17'8"Play Loft11'0"X17'8"Attic/Storage1A109689.00688.38LRDALRDALRDALRDALRDA2A1093A1094A1091A1103A1104A1102A110X4-Hallway15'6X16'4"Upper West Deck-East Upper DeckX2FCW7W05CW3W06RCW3W06LOW02ED05OW02OW02OW01OW01OW02OW02OW02OW02CW7W02CW3W03CW3W01CW2W02CW2W01CW2W04CW7W04CW 6W 02CW 6W 01CW7W01CW3W05CW8W01CW2W03ED03ID01CW9W02C W 9
W 0 1
ID05ID02ID03ID03ID04ED02697.431%695.33690.50698.883%2%5%5%5%698.94F.F 699.00ED05PoolCW 11W 02ID13694.00TOW 693.00TOW 690.21TOW 695.73689.50689.50700.00690.50690.42689.54689.00690.00690.17REAR PROPERTY SETBACK25'-0"SID EY A R D SE TB A C K20'-0"697.38107'-10 1/2"1'-3 3/4"11'-2"15'-8"12'-3 1/2"11'-2"1'-3 3/4"16'-1 3/4"9'-2 1/2"7'-1"19'-5"3'-1 1/4"47'-6"8'-11 1/2"6'-8 1/2"5'-10"4'-2"8'-4"13'-6"39'-3"5'-9"17'-0"16'-6"MOW06MOW04MOW20CW3W03PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:08 PMA104Upper Level FloorPlan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Upper Level Floor PlanPlanning Backcheck Submittal 05: Jan. 08, 2020
Upper DeckLower DeckEntry StairLower Entry CourtGarage Entry/ Visitor ParkingEntry WayDrive Way1A1083A1084A108A1061A10632A10812DCAY1Y2Y63BEG2.24G9Y42.52.6X3X1Y3D9A1Y5F6H1A109LRDALRDALRDALRDALRDALRDALRDALRDA689.00688.38698.94694.00689.50 TOW689.50 TOW2A1093A1094A1091A1103A1104A1102A110X4X2FA1071A1072A1074A1073A1075-A1077A107819%1%1%1%2%1%17%19%Class "A" Single-Ply Membrane Roofing (CoolRoof)Vegetative Green Roof SystemVegetative Green Roof SystemRoofing Ballast (white colored gravel)Roofing Ballast (white colored gravel)Roofing Ballast (white colored gravel)Vegetative Green Roof SystemVegetative Green Roof SystemRoofing Ballast (white colored gravel)Solar Photovoltaic System-(See PV Drawings)?Roof DrainSolar Photovoltaic System-(See PV Drawings)A1182A118346'-8"40'-2"6'-6"107'-10 1/2"1'-3 3/4"11'-2"15'-8"12'-3 1/2"11'-2"1'-3 3/4"16'-1 3/4"9'-2 1/2"7'-1"19'-5"3'-1 1/4"47'-6"8'-11 1/2"6'-8 1/2"5'-10"4'-2"8'-4"13'-6"39'-3"5'-9"17'-0"16'-6"711.00711.00701.00701.00701.00701.00697.78697.79716.00716.001%710.64710.64711.00711.00710.64710.64716.00716.00711.83699.00690.44711.00701.00Roof overhang projection2'-4 3/4"Roof Drain695.19689.54PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:50:17 PMA105Roof Plan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Roof PlanPlanning Backcheck Submittal 05: Jan. 08, 2020
Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A1093A11025' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E>GRADE22'-0"<E> GRADE35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1091A110F25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level22'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A1093A11025' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level22'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1091A110F25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level22'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:34 PMA106Building Elevations1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1South Elevation1/8" = 1'-0"2East Elevation1/8" = 1'-0"3North Elevation1/8" = 1'-0"4West ElevationPlanning Backcheck Submittal 05: Jan. 08, 2020
Lower Floor Level688'-0"Upper Floor Level699'-0"3'-0"2'-0"2'-0"1'-6"6"2'-0"2'-0"6'-0"4'-0"2'-0"3'-6"2'-0"4'-0"4'-0"8'-0"CW2W02CW2W01CW2W04CW10W01CW3W028'-0"4'-0"2'-0"OW037'-2 1/2"1'-6 3/4"2'-9"ED07ID094'-0"CW2W02CW3W03MOW206'-0"6'-0"2'-0"8'-0"6'-0"Exisiting AdjacentGrade694'-0"Upper Floor Level699'-0"6'-0"2'-0"4'-0"8'-0"13'-0"5'-8"2'-4"4'-0"4'-0"6'-0"2'-0"3'-0"3'-6"5'-0"3'-0"CW6W01ED02CW6W02CW12W038'-0"2'-0"15'-8"CW11W02CW11C01Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"8'-0"3'-0"2'-0"5'-0 3/4"5'-9"6'-0"2'-0"2'-3 3/4"4'-0"4'-0"3'-6 3/4"4'-0"4'-0"11'-6 3/4"4'-0"2'-0"6'-0"6'-0"8'-0"2'-0"3'-5 1/2"4'-0"2'-0"5'-5 3/4"6'-0"6'-0"2'-0"6'-0"2'-0"8'-0"2'-4"ED03CW2W03CW8W01CW3W05OW02OW02CW7W012'-0"4'-0"3'-0"3'-7 1/2"2'-0"4'-0"OW03CW10W01CW3W04CW7W01OW02OW02CW12W014'-0"4'-0"2'-0"3'-0"8'-0"9'-0"5'-7"CW11C01CW11W0275.9 6 °75.9 6 °Exisiting AdjacentGrade694'-0"Upper Floor Level699'-0"6'-0"2'-0"6'-0"2'-0"12'-0"12'-0"2'-0"2'-0" 4'-0"4'-0" 2'-0"CW7W04OW02CW9W02CW9W01CW12W028'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"EGD02EGD0116'-2"8'-2"8'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"2"7'-8 1/2"8'-0"2'-0"6'-0"2'-0" 4'-0"4'-0" 3'-0"13'-0"3'-0" 4'-0"4'-0" 2'-0"13'-0"2'-0"6'-0"8'-0"13'-0"3'-1 1/4" 3'-1 1/4" 3'-1 1/4" 3'-4 3/4"6'-0"2'-0"4'-0"2'-0"6'-0"8'-0"2'-0"6'-0"8'-0"2'-0"4'-0"2'-0"6'-0"3'-0" 4'-0" 2'-0"2'-0" 4'-0"2'-0"6'-0"9'-0"2'-0" 4'-0" 3'-0"9'-0"2'-0" 4'-0"4'-0" 3'-4 1/2"6'-0"4'-0"3'-4"ED06CW3W07ROW02CW3W03OW01CW3W01OW01ED05CW3W06LOW02CW3W06ROW02ED05CW7W05OW02CW10W01OW03OW02CW7W03ED02CW3W07LED05OW02ED05CW2W04ED06Exisiting AdjacentGrade694'-0"Ceiling Level709'-0"709' - 0"Roof2'-10"2'-6"15'-8"CW4W01MOW01MOW01MOW01MOW013'-11"3'-11"3'-11"3'-11"Ceiling Level709'-0"2'-6"2'-10"2'-0"CW1W01LPROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:35 PMA107Door WindowSchedules1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/4" = 1'-0"5South Garage Door ElevationWindow ScheduleMark Width Height CountDescriptionCommentsMOW01 3' - 9 3/4" 2'-4 1/2" 4 Motorized Awning WindowMOW04 2' - 4" 4'-10" 1 Operable Skylight with curbMOW06 2' - 4" 4'-10" 1 Operable Skylight with curbMOW14 2' - 0" 6'-0" 1 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillMOW15 2' - 0" 4'-0" 1 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillMOW16 4' - 0" 2'-0" 1 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillMOW20 1' - 10 3/4" 3'-10 3/4" 1 Casement WindowOW01 1' - 10 1/2" 3'-10 3/4" 3OW02 1' - 10 3/4" 5'-10 3/4" 13 Casement WindowOW03 3' - 10 1/2" 1'-10 1/2" 3 Awning WindowWN01 2' - 0" 4'-0" 3 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillWN02 2' - 0" 6'-0" 3 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillWN03 4' - 0" 2'-0" 3 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillGrand total: 38Curtain Wall ScheduleMark Length Height CountDescriptionCommentsCW1 W01L 6' - 0" 2'-6" 1 Fixed window with no interior horizontal mullionsCW1 W01R 6' - 0" 2'-6" 1 Fixed window with no interior horizontal mullionsCW2 W01 2' - 0" 6'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W02 2' - 0" 8'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W03 4' - 0" 8'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W04 8' - 0" 4'-0" 2 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W05 6' - 0" 8'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW3 W01 2' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W02 6' - 0" 5'-6" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W03 6' - 0" 6'-0" 2 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W04 6' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W05 9' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W06L 9' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W06R 9' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W07L 13' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W07R 13' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW4 W01 15' - 8" 2'-6" 1 Curtain Wall inset with motorized clearstory awning windowsCW5 W01 3' - 0" 5'-0" 1 Fixed window without corner vertical mullionCW6 W01 3' - 0" 8'-0" 2 Interior horizontal mullion at 2ft. Ht. & without corner vertical mullionCW6 W02 4' - 0" 8'-0" 1 Interior horizontal mullion at 2ft. Ht. & without corner vertical mullionCW7 W01 5' - 5 1/2" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W01 5' - 7" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W02 6' - 0" 8'-0" 2 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W03 13' - 4" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W04 12' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W05 13' - 4" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW8 W01 11' - 8 1/2" 5'-0" 1 Slanted mullion on one side & without corner vertical mullionCW9 W01 6' - 9" 8'-0" 1 Segmented along a curved wall & horizontal mullion at 2-'0"Ht.CW9 W02 9' - 0" 8'-0" 1 Segmented along a curved wall & horizontal mullion at 2-'0"Ht.CW10 W01 4' - 0" 2'-0" 3 Inset Awning windowCW11 C01 3' - 6" 5'-0" 1 Curtain Wall-SlantedCW11 W02 8' - 0" 5'-8" 1 Curtain Wall-SlantedCW12 W01 8' - 0" 2'-0" 1 Louvered ventsCW12 W02 12' - 0" 2'-0" 1 Louvered ventsCW12 W03 15' - 8" 2'-0" 1 Louvered ventsGrand total: 41Door ScheduleMark Width Height FunctionCountDescriptionCommentsED01 5' - 0" 7'-9" Exterior 1 Entry Pivot Door with Side LitesED02 13' - 0" 8'-0" Exterior 2 Aluminum Insulated Glazed Sliding FoldingDoorED03 6' - 0" 8'-0" Exterior 1 Aluminum Narrow Style Insulated GlazedSwing Double DoorED04 6' - 0" 6'-8" Exterior 1 Aluminum Narrow Style Interior GlazedSwing Double DoorED05 2' - 103/4"7'-10 1/2" Exterior 4 Aluminum Narrow Style Insulated GlazedSwing Single DoorED06 3' - 0" 8'-0" Exterior 3 Aluminum Framed Flush Exterior Metal DoorED07 3' - 0" 7'-4" Exterior 1EGD01 8' - 0" 8'-6" Exterior 1 Aluminum Glazed Garage DoorEGD02 16' - 0" 8'-6" Exterior 1 Aluminum Glazed Garage DoorID01 6' - 0" 8'-0" Interior 1 Aluminum Narrow Style Interior GlazedSwing Double DoorID02 3' - 0" 8'-0" Interior 10 Solidcore Flush Wood DoorID03 2' - 6" 8'-0" Interior 10 Solidcore Flush Wood DoorID04 3' - 0" 6'-8" Interior 1 Solidcore Flush Wood DoorID05 3' - 0" 8'-0" Interior 3 Cased OpeningID06 3' - 6" 8'-0" Interior 1 Cased OpeningID07 4' - 0" 8'-0" Interior 1 Cased OpeningID08 5' - 0" 8'-0" Interior 1 Cased OpeningID09 5' - 0" 3'-8 1/2" Interior 1 Cased OpeningID10 6' - 0" 8'-0" Interior 2 Glass Sliding Double DoorID11 4' - 6" 8'-0" Interior 2 Glass Sliding Double DoorID12 4' - 0" 8'-0" Interior 1 Glass Sliding Double DoorID13 2' - 6" 8'-0" Interior 4 Sliding Pocket DoorID14 2' - 4" 8'-0" Interior 1 Glass SlidingPocket DoorID19 4' - 0" 8'-0" Interior 1 Cased OpeningID22 6' - 10" 6'-0" Interior 1ID24 6' - 10" 6'-0" Interior 1Grand total: 57Planning Backcheck Submittal 05: Jan. 08, 2020
Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"16'0"X17'8"Master Bedroom13'0"X17'7"Lower Entry CourtyardRoof's Highest Point716'-0"<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E>GRADE4A1081232.242.52.69'-0"X17'8"Play Loft4A1093A110-Hallway-HallwayCUT4'-0"CUT3'-3 1/2"<E> GRADE<E>GRADECUT5'-11"CUT4'-0"22'-0"2'-0"5'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"<E>GRADE<E> GRADE<E> GRADE<E> GRADE<E>GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level2A108Y1Y2Y6Y4Y3Y522'0"X16'0"Living Room16'0"X13'0"Upper Foyer12'0"X12'0"Office18'0"X15'5"Lower Family Room9'8"X13'7"Studio16'0"X16'6"Media Room2A1094A110-East Upper Deck15'6X16'4"Upper West DeckCUT6'-0"CUT4'-0"FILL2'-9"FILL3'-0"3'-8"CUT4'-9"FILL1'-0"694.0022'-0"6'-0"5'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"<E>GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E>GRADEDCABEGG9D9A1F6H22'1"X31'11"Garage21'0"X15'0"Kitchen11'10"X15'10 1/2"Bedroom10'0"X5'0"Breakfast Nook1A10915'-0"3A1091A110-HallwayF4'-0"CUT3'-8"CUT6'-0"22'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE15'9"X15'3"Bedroom-Hallway13'0"X17'7"Lower Entry Courtyard15'0"X20'0"Upper Family RoomX3X12A110X4X2CUT4'-0"CUT6'-0"CUT4'-0"22'-0"CUT4'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:44 PMA108Building Sections1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Section 11/8" = 1'-0"3Section 31/8" = 1'-0"4Section 41/8" = 1'-0"2Section 2Planning Backcheck Submittal 05: Jan. 08, 2020
Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.625' Ht. line parallel to<E> Grade Level<E> GRADE25' Ht. line parallel to<E> Grade Level<E>GRADE<E> GRADE4A10912'0"X12'0"Office16'0"X13'0"Upper Foyer3A11018'-4"18'0"X15'5"Lower Family Room-Hallway-East Upper DeckCUT4'-0"6'-0"3'-5"22'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108X3X125' Ht. line parallel to<E> Grade Level<E>GRADE<E> GRADE3'-5"12'0"X10'0"Wine Cellar18"X15'0"Dining16'0"X16'6"Media Room22'0"X16'0"Living Room2A110X4X23'-11"FILL2'-9"FILL2'-6"CUT5'-6"25' Ht. line parallel to<E> Grade Level<E> GRADE694.00693.5022'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A109CUT6'-0"8'9.5"X6'0"Mech/Pool Equip. Rm.22'1"X31'11"Garage3A11025' Ht. line parallel to<E> Grade LevelCUT3'-0"25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE22'-0"<E> GRADEFrom lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1096'-11 1/2"11'0"X17'8"Attic/Storage16'0"X9'9 1/2"Master Bath9'-0"X17'8"Play Loft16'0"X17'8"Master Bedroom18'0"X15'5"Lower Family Room12'0"X12'0"Bedroom12'0"X12'0"Office15'0"X20'0"Upper Family Room15'9"X15'3"Bedroom6'0"X9'3"Bath22'1"X31'11"Garage1A110FCUT4'-0 1/2"CUT3'-5"CUT5'-7 3/4"25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E> GRADE22'-8"CUT3'-10"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:09 PMA109Building Sections1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Section 51/8" = 1'-0"2Section 61/8" = 1'-0"3Section 71/8" = 1'-0"4Section 8Planning Backcheck Submittal 05: Jan. 08, 2020
Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A1093A110<E> GRADE<E>GRADE<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level18'0"X15'5"Lower Family Room12'0"X12'0"Bedroom-East Upper Deck-Hallway13'8"X8'4"Lower Foyer-HallwayCUT4'-0"CUT6'-0"CUT6'-0"22'-0"CUT4'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"2A108Y1Y2Y6Y4Y3Y52A1094A11012'0"X10'0"Wine Cellar4'8"X6'0"Closet11'10"X15'10 1/2"Bedroom15'9"X15'3"Bedroom15'0"X20'0"Upper Family Room21'0"X15'0"Kitchen18"X15'0"Dining-East Upper Deck3'-5"FILL3'-0"FILL2'-7"CUT4'-0"CUT3'-0"25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E>GRADE<E>GRADE<E> GRADECUT5'-1"CUT3'-5"22'-9 1/2"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1091A11021'0"X15'0"Kitchen11'10"X15'10 1/2"Bedroom5'10"X6'6"Bath-Hallway9'8"X13'7"Studio-Hallway16'0"X13'0"Upper Foyer13'8"X8'4"Lower Foyer13'0"X17'7"Lower Entry Courtyard12'0"X8'7"Laundry22'1"X31'11"GarageF25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E>GRADE<E> GRADE<E> GRADECUT6'-0"CUT6'-0"4'-0"22'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108X3X12A110X411'10"X15'10 1/2"Bedroom-Hallway13'4"X5'11"Wet Bar9'6"X7'9"Storage16'0"X13'0"Upper Foyer21'0"X15'0"Kitchen10'0"X5'0"Breakfast NookX225' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E>GRADECUT6'-0"22'-0"<E> GRADEFrom lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:39 PMA110Building Sections1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Section 91/8" = 1'-0"2Section 101/8" = 1'-0"3Section 111/8" = 1'-0"4Section 12Planning Backcheck Submittal 05: Jan. 08, 2020
PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:41 PMA115Perspective Views-011062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032AERIAL VIEW FROM NORTH EASTVIEW FROM WESTVIEW FROM RIGHT SIDE YARDVIEW TOWARDS FRONT ENTRYVIEW FROM NORTHPlanning Backcheck Submittal 05: Jan. 08, 2020
PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:43 PMA116Perspective Views 021062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032VIEW FROM EASTVIEW FROM SOUTH WESTVIEW FROM NORTH WESTVIEW FROM SOUTH EASTVIEW FROM DRIVEWAY9"Planning Backcheck Submittal 05: Jan. 08, 2020
PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:46 PMA117Axonometric Views1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032AXONOMETRIC VIEW FROM NORTH EASTAXONOMETRIC VIEW FROM NORTH WESTAXONOMETRIC VIEW FROM SOUTH EASTAXONOMETRIC VIEW FROM SOUTH WESTPlanning Backcheck Submittal 05: Jan. 08, 2020
A4A1A1A1A2A1A1A3A3A3A1A3A3A3A3A3A3A5A5A2A2A4A1A4A4?A2A3A2A1A4A3A3A5A1A2A1A4A3A3A3A3A3A2A3A2A5A4A2A7A3A1A3A1A3A1A4A4A2A3A6A7A7A8A8A1A2A3A3A3A3A3A3A2A1A3A5A3A2A2A1A1A7PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:31:25 PMA118Elevations withExterior MaterialsIdentified1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1East Elevation with Exterior Materials Identified1/8" = 1'-0"2North Elevation with Exterior Materials Identified1/8" = 1'-0"3South Elevation with Exterior Materials Identified1/8" = 1'-0"4West Elevation with Exterior Materials IdentifiedEast Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 759 SFA2 Phedra Sintered Stone Cladding Panel 303 SFA3 Glass964 SFA4 Painted steel139 SFA5 Concrete471 SFNorth Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 332 SFA2 Phedra Sintered Stone Cladding Panel 358 SFA3 Glass630 SFA4 Painted Metal86 SFA5 Concrete176 SFA7 Class A Single Ply Membrane Roofing 49 SFSouth Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 364 SFA2 Phedra Sintered Stone Cladding Panel 248 SFA3 Glass224 SFA4 Painted steel79 SFA5 Concrete78 SFA6 Solar Panel232 SFA7 Class A Single Ply Membrane Roofing 50 SFA8 Obscure Tempered Glass138 SFWest Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 699 SFA2 Phedra Sintered Stone Cladding Panel 319 SFA3 Glass396 SFA4 Painted steel135 SFA5 Concrete302 SFA7 Class A Single Ply Membrane Roofing 85 SFLRV tableKeyNameMaterialTotal SF of Material % of total SF LRV SF% x LRVA1 Iron Corten Sintered StoneCladding Panel2154 SF28.28 12.1 342.18A2 Phedra Sintered StoneCladding Panel1228 SF16.12 17 274.04A3 Glass2214 SF2911 319A4 Painted steel439 SF5.712.64 72.04A5 Concrete1027 SF13.48 13.7 184.67A6 Solar Panel232 SF310 30A7 Class A Single PlyMembrane Roofing184 SF2.41 18.1 43.62A8 Obscure Tempered Glass 138 SF1.81 20 36.2Grand total: 87616 SF1301.75Phedra Sintered Stone Cladding PanelType: Stone Cladding PanelColor: Light GrayLRV: 17Source: NeolithIron Corten Sintered Stone Cladding PanelType: Stone Cladding PanelColor: Iron corten LRV: 12.1Source: NeolithClass A Single Ply Membrane RoofingType: N/AColor: GrayLRV: 18.1Source: IB Roof systemsGlass Type: Cardinal LoE 366 dual pane Color: ClearLRV: 11Source: Cardinal Glass IndustriesPainted SteelType: N/AColor: City shadowLRV: 12.64Source: Benjamin MooreConcreteType: Board formed concreteColor: Dark gray LRV: 13.7Source: PolyflorSolar Panel Type: Solar Photovoltaic systemColor: N/ALRV: 10Source: SunPowerCumulative Building LRV : 13.01Planning Backcheck Submittal 05: Jan. 08, 2020
REV.: DEC. 2015
VICINITY MAP
PLAN FOR THE IMPROVEMENT OFLANDS OF OLGAARDPARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSTOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONSARCHITECTURE AND SITE APPLICATION NO. S-18-052REVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE: OCTOBER 22, 2019AMXXAMTMAS SHOWN18080SHEET INDEX
C1 TOWN NOTES, PROJECT DATA
LEGEND & ABBREVIATIONS
C2 BLUEPRINT FOR A CLEAN BAY SHEET
C3 EXISTING TOPOGRAPHY PLAN
C4 SITE PLAN
C5 DRIVEWAY PLAN & PROFILE
C6 GRADING & DRAINAGE PLAN
C7 SECTION AND DETAILS
C8 EROSION CONTROL PLAN
PLAN FOR THE IMPROVEMENT OF
TOWN OF LOS GATOS
GRADING & DRAINAGE PLANS
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
TOTAL SITE AREA:
____________ SF
TOTAL SITE AREA DISTURBED: ____________ SF
(INCLUDING CLEARING, GRADING OR EXCAVATING)
EXISTING
AREA (SF)
PROPOSED AREA (SF)
REPLACED NEW
TOTAL AREA
POST-PROJECT (SF)
IMPERVIOUS AREA
TOTAL NEW & REPLACED IMPERVIOUS AREA
PERVIOUS AREA
TABLE OF PROPOSED PERVIOUS AND IMPERVIOUS AREAS
AB AGGREGATE BASE
AC ASPHALT CONCRETE
AD AREA DRAIN
ARV AIR RELEASE VALVE
BC BACK OF CURB
BFP BACKFLOW PREVENTER
BW BOTTOM OF WALL
CATV CABLE TELEVISION
CB CATCH BASIN
CFS CUBIC FEET PER SECOND
C/L CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CY CUBIC YARD
DCVA DOUBLE CHECK VALVE ASSEMBLY
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVEWAY
(E) EAST
EG EXISTING GRADE
ELEC ELECTRICAL
EP EDGE OF PATH
EVAE EMERGENCY VEHICLE ACCESS EASEMENT
EX EXISTING
FC FACE OF CURB
FDC FIRE DEPARTMENT CONNECTION
FF FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOW LINE
FM FORCED MAIN
FS FIRE SERVICE
FT FEET
ABBREVIATIONS
8SHEET OF C1CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.G GAS
GA GAUGE
GB GRADE BREAK
GM GAS METER
GS GAS SERVICE
HDPE HIGH-DENSITY POLYETHYLENE
HP HIGH POINT
IEE INGRESS/EGRESS EASEMENT
IN INCH
INV INVERT ELEVATION
LAT LATERAL
LG LIP OF GUTTER
LP LOW POINT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MPH MILES PER HOUR
(N) NORTH
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
PAD PAD ELEVATION
PCC PORTLAND CEMENT CONCRETE
PERF PERFORATED
PG&E PACIFIC GAS & ELECTRIC COMPANY
PIEE PRIVATE INGRESS/EGRESS EASEMENT
PL PROPERTY LINE
PR PROPOSED
PSDE PRIVATE STORM DRAIN EASEMENT
PSE PUBLIC SERVICE EASEMENT
PSSE PRIVATE SANITARY SEWER EASEMENT
PUE PUBLIC UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
RIM RIM ELEVATION
R/W RIGHT-OF-WAY
(S) SOUTH
S SLOPE
SCC SANTA CLARA COUNTY
SCCFD SANTA CLARA COUNTY FIRE DEPARTMENT
SD STORM DRAIN
SDCO STORM DRAIN CLEANOUT
SDE STORM DRAIN EASEMENT
SDMH STORM DRAIN MANHOLE
SDR STANDARD DIMENSION RATIO
SF SQUARE FEET
SJWC SAN JOSE WATER COMPANY
SS SANITARY SEWER
SSCO SANITARY SEWER CLEANOUT
SSE SANITARY SEWER EASEMENT
SSMH SANITARY SEWER MANHOLE
STD STANDARD
S/W SIDEWALK
TC TOP OF CURB
TELE TELEPHONE
TLG TOWN OF LOS GATOS
TW TOP OF WALL
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
(W) WEST
W WATER
WM WATER METER
WS WATER SERVICE
WV WATER VALVE
WVSD WEST VALLEY SANITATION DISTRICT
XING CROSSING 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
GENERAL NOTES
1. PROPERTY ADDRESS: 15365 SANTELLA COURT
2. PROPERTY OWNER: CHRISTIAN & HELEN OLGAARD
3. ASSESSORS PARCEL NUMBER: 527-09-018
4. EXISTING USE: VACANT
5. EXISTING ZONING: HR-2
1
2: PD
6. PROPOSED USE: SINGLE FAMILY RESIDENTIAL
7. PROPOSED ZONING: HR-2
1
2: PD
8. SITE AREA: 87,475 SQ. FT. (GROSS); DRIVEWAY: 6,797 SQ. FT.; 80,678 SQ. FT. (NET)
9. APPLICANT/DEVELOPER: CHRISTIAN & HELEN OLGAARD
10. CONSULTANTS:
11. WATER SUPPLY: SAN JOSE WATER COMPANY
12. SANITARY SEWER DISPOSAL: WEST VALLEY SANITATION DISTRICT
13. GAS AND ELECTRIC: PACIFIC GAS & ELECTRIC
14. TELEPHONE: FRONTIER COMMUNICATIONS
15. CABLE: XFINITY
16. STORM DRAIN: TOWN OF LOS GATOS
17. FIRE PROTECTION: SANTA CLARA COUNTY FIRE DEPARTMENT
18. DATUM:
19. BASIS OF BEARINGS: BEARINGS AND DISTANCES ON THESE PLANS ARE BASED ON THE
"CERTIFICATE OF LOT LINE ADJUSTMENT" DOCUMENT NO. 22956909; DATED MAY 19,
2015. SANTA CLARA COUNTY RECORDER.
20. BENCHMARK INFORMATION: TOPOGRAPHIC SURVEY PROVIDED BY OWNER AND
PERFORMED BY OTHERS. PROJECT BENCHMARK SET IN CULDESAC OF SANTELLA COURT
A NAIL AND SHINER AT ELEVATION OF 721.01 FEET.
TOWN OF LOS GATOS STANDARD GRADING NOTES
1. ALL WORK SHALL CONFORM TO CHAPTER 12 OF THE CODE OF THE TOWN OF LOS GATOS,
THE ADOPTED CALIFORNIA BUILDING CODE AND THE LATEST EDITION OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS SPECIFIED OTHERWISE
ON THESE PLANS AND DETAILS.
2. NO WORK MAY BE STARTED ON-SITE WITHOUT AN APPROVED GRADING PLAN AND A
GRADING PERMIT ISSUED BY THE TOWN OF LOS GATOS, PARKS AND PUBLIC WORKS
DEPARTMENT LOCATED AT 41 MILES AVENUE, LOS GATOS, CA 95030.
3.A PRE-JOB MEETING SHALL BE HELD WITH THE TOWN ENGINEERING INSPECTOR FROM
THE PARKS AND PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING DONE. THE
CONTRACTOR SHALL CALL THE INSPECTIONS LINE AT (4080 399-5771 AT LEAST
FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING OR ONSITE WORK. THIS MEETING
SHOULD INCLUDE:
a. A DISCUSSION OF THE PROJECT CONDITIONS OF APPROVAL, WORKING HOURS, SITE
MAINTENANCE AND OTHER CONSTRUCTION MATTERS;
b. ACKNOWLEDGEMENT IN WRITING THAT CONTRACTOR AND APPLICANT HAVE READ
AND UNDERSTAND THE PROJECT CONDITIONS OF APPROVAL, AND WILL MAKE
CERTAIN THAT ALL PROJECT SUB-CONTRACTORS HAVE READ AND UNDERSTAND
THEM PRIOR TO COMMENCING WORK AND THAT A COPY OF THE PROJECT
CONDITIONS OF APPROVAL WILL BE POSTED ON SITE AT ALL TIMES DURING
CONSTRUCTION.
4. APPROVAL OF PLANS DOES NOT RELEASE THE DEVELOPER OF THE RESPONSIBILITY FOR
THE CORRECTION OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF,
DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTEREST
AND SAFETY REQUIRES A MODIFICATION OR DEPARTURE FROM THE TOWN
SPECIFICATIONS OR THESE IMPROVEMENT PLANS, THE TOWN ENGINEER SHALL HAVE
FULL AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE
MANNER IN WHICH THE SAME IS TO BE MADE.
5. APPROVAL OF THIS PLAN APPLIES ONLY TO THE GRADING, EXCAVATION, PLACEMENT,
AND COMPACTION OF NATURAL EARTH MATERIALS. THIS APPROVAL DOES NOT CONFER
ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF
OTHERS AND DOES NOT CONSTITUTE APPROVAL OF ANY OTHER IMPROVEMENTS.
6. EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR SHALL BE
HAULED AWAY FROM THE SITE TO BE DISPOSED OF AT APPROVED LOCATION(S).
7. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR CONTRACTOR TO IDENTIFY,
LOCATE AND PROTECT ALL UNDERGROUND FACILITIES. PERMITTEE OR CONTRACTOR
SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 1-800-227-2600 A MINIMUM OF
FORTY-EIGHT (48) HOURS BUT NOT MORE THAN FOURTEEN (14) DAYS PRIOR TO
COMMENCING ALL WORK.
8. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE
STANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE
PARTICULATES.
9. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, CODES,
RULES AND REGULATIONS GOVERNING THE WORK IDENTIFIED ON THESE PLANS. THESE
SHALL INCLUDE, WITHOUT LIMITATION, SAFETY AND HEALTH RULES AND REGULATIONS
ESTABLISHED BY OR PURSUANT TO THE OCCUPATIONAL SAFETY AND HEALTH ACT OR
ANY OTHER APPLICABLE PUBLIC AUTHORITY.
10. THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITE
AT ALL TIMES DURING CONSTRUCTION.
11. HORIZONTAL AND VERTICAL CONTROLS SHALL BE SET AND CERTIFIED BY A LICENSED
SURVEYOR OR REGISTERED CIVIL ENGINEER QUALIFIED TO PRACTICE LAND SURVEYING,
FOR THE FOLLOWING ITEMS:
a. RETAINING WALL: TOP OF WALL ELEVATIONS AND LOCATIONS (ALL WALLS TO BE
PERMITTED SEPARATELY AND APPLIED FOR AT THE TOWN OF LOS GATOS BUILDING
DIVISION).
b. TOE AND TOP OF CUT AND FILL SLOPES.
12. PRIOR TO ISSUANCE OF ANY PERMIT, THE APPLICANT'S SOILS ENGINEER SHALL REVIEW
THE FINAL GRADING AND DRAINAGE PLANS TO ENSURE THAT DESIGNS FOR
FOUNDATIONS, RETAINING WALLS, SITE GRADING, AND SITE DRAINAGE ARE IN
ACCORDANCE WITH THEIR RECOMMENDATIONS AND THE PEER REVIEW COMMENTS.
THE APPLICANT'S SOILS ENGINEER'S APPROVAL SHALL THEN BE CONVEYED TO THE
TOWN EITHER BY LETTER OR BY SIGNING THE PLANS.
SOILS ENGINEER ___________________________________________________
REFERENCE REPORT NO. __________________, DATED ____________, 20 ______
LETTER NO. __________, DATED ____________, 20 ___, SHALL BE THOROUGHLY
COMPLIED WITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/
LETTERS ARE HEREBY APPENDED AND MADE A PART OF THIS GRADING PLAN.
13. DURING CONSTRUCTION, ALL EXCAVATIONS AND GRADING SHALL BE INSPECTED BY THE
APPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED AT LEAST
FORTY-EIGHT (48) HOURS BEFORE BEGINNING ANY GRADING. THE ENGINEER SHALL BE
ON-SITE TO VERIFY THAT THE ACTUAL CONDITIONS ARE AS ANTICIPATED IN THE
DESIGN-LEVEL GEOTECHNICAL REPORT AND/OR PROVIDE APPROPRIATE CHANGES TO
THE REPORT RECOMMENDATIONS, AS NECESSARY. ALL UNOBSERVED AND/OR
UNAPPROVED GRADING SHALL BE REMOVED AND REPLACED UNDER SOILS ENGINEER
OBSERVANCE (THE TOWN INSPECTOR SHALL BE MADE AWARE OF ANY REQUIRED
CHANGES PRIOR TO WORK BEING PERFORMED).
14. THE RESULTS OF THE CONSTRUCTION OBSERVATION AND TESTING SHOULD BE
DOCUMENTED IN AN “AS-BUILT” LETTER/REPORT PREPARED BY THE APPLICANTS' SOILS
ENGINEER AND SUBMITTED FOR THE TOWN'S REVIEW AND ACCEPTANCE BEFORE FINAL
RELEASE OF ANY OCCUPANCY PERMIT IS GRANTED.
15. ALL PRIVATE AND PUBLIC STREETS ACCESSING PROJECT SITE SHALL BE KEPT OPEN AND IN
A SAFE, DRIVABLE CONDITION THROUGHOUT CONSTRUCTION. IF TEMPORARY CLOSURE
IS NEEDED, THEN FORMAL WRITTEN NOTICE TO THE ADJACENT NEIGHBORS AND THE
TOWN OF LOS GATOS PARKS AND PUBLIC WORKS DEPARTMENT SHALL BE PROVIDED AT
LEAST ONE (1) WEEK IN ADVANCE OF CLOSURE AND NO CLOSURE SHALL BE GRANTED
WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE TOWN. NO MATERIAL OR
EQUIPMENT SHALL BE STORED IN THE PUBLIC OR PRIVATE RIGHT-OF-WAY.
16. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNS
THAT ARE NECESSARY TO GIVE ADEQUATE WARNING AND/PROTECTION TO THE PUBLIC
AT ALL TIMES.
17. OWNER/APPLICANT: CHRISTIAN & HELEN OLGAARD PHONE: 408 505-7715
18. GENERAL CONTRACTOR: ________________________ PHONE: ______________
19. GRADING CONTRACTOR: ________________________ PHONE: ______________
20.CUT: ±2,348 CY EXPORT: ±2,154 CY
FILL: ±194 CY IMPORT: 0 CY
21. WATER SHALL BE AVAILABLE ON THE SITE AT ALL TIMES DURING GRADING OPERATIONS
TO PROPERLY MAINTAIN DUST CONTROL.
22. THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL
PERMITS AND METHODS OF TREE PRESERVATION SHALL BE REQUIRED. TREE REMOVAL
PERMITS ARE REQUIRED PRIOR TO THE APPROVAL OF ALL PLANS.
23. A TOWN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC
RIGHT-OF-WAY. A STATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN
STATE RIGHT-OF-WAY (IF APPLICABLE). THE PERMITTEE AND/OR CONTRACTOR SHALL BE
RESPONSIBLE COORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTAL
AGENCIES.
24. NO CROSS-LOT DRAINAGE WILL BE PERMITTED WITHOUT SATISFACTORY STORMWATER
ACCEPTANCE DEED/FACILITIES. ALL DRAINAGE SHALL BE DIRECTED TO THE STREET OR
OTHER ACCEPTABLE DRAINAGE FACILITY VIA A NON-EROSIVE METHOD AS APPROVED BY
THE TOWN ENGINEER.
25. IT IS THE RESPONSIBILITY OF CONTRACTOR AND/OR OWNER TO MAKE SURE THAT ALL
DIRT TRACKED INTO THE PUBLIC RIGHT-OF-WAY IS CLEANED UP ON A DAILY BASIS. MUD,
SILT, CONCRETE AND OTHER CONSTRUCTION DEBRIS SHALL NOT BE WASHED INTO THE
TOWN'S STORM DRAINS.
26. GOOD HOUSEKEEPING PRACTICES SHALL BE OBSERVED AT ALL TIMES DURING THE
COURSE OF CONSTRUCTION. SUPERINTENDENCE OF CONSTRUCTION SHALL BE
DILIGENTLY PERFORMED BY A PERSON OR PERSONS AUTHORIZED TO DO SO AT ALL
TIMES DURING WORKING HOURS. THE STORING OF GOODS AND/OR MATERIALS ON THE
SIDEWALK AND/OR THE STREET WILL NOT BE ALLOWED UNLESS A SPECIAL PERMIT IS
ISSUED BY THE ENGINEERING DIVISION. THE ADJACENT PUBLIC RIGHT-OF-WAY SHALL BE
KEPT CLEAR OF ALL JOB RELATED DIRT AND DEBRIS AT THE END OF THE DAY. FAILURE TO
MAINTAIN THE PUBLIC RIGHT-OF-WAY ACCORDING TO THIS CONDITION MAY RESULT IN
PENALTIES AND/OR THE TOWN PERFORMING THE REQUIRED MAINTENANCE AT THE
DEVELOPER'S EXPENSE.
27. GRADING SHALL BE UNDERTAKEN IN ACCORDANCE WITH CONDITIONS AND
REQUIREMENTS OF THE PROJECT STORM WATER POLLUTION CONTROL PLAN AND/OR
STORM WATER POLLUTION PREVENTION PLAN (SWPPP), THE TOWN OF LOS GATOS
STORM WATER QUALITY MANAGEMENT PROGRAM, NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) AND ANY OTHER PERMITS/REQUIREMENTS ISSUED BY
THE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. PLANS
(INCLUDING ALL UPDATES) SHALL BE ON-SITE AT ALL TIMES. NO DIRECT STORMWATER
DISCHARGES FROM THE DEVELOPMENT WILL BE ALLOWED ONTO TOWN STREETS OR
INTO THE PUBLIC STORM DRAIN SYSTEM WITHOUT TREATMENT BY AN APPROVED
STORM WATER POLLUTION PREVENTION DEVICE OR OTHER APPROVED METHODS.
MAINTENANCE OF PRIVATE STORMWATER POLLUTION PREVENTION DEVICES SHALL BE
THE SOLE RESPONSIBILITY OF THE OWNER. DISCHARGES OR CONNECTION WITHOUT
TREATMENT BY AN APPROVED AND ADEQUATELY OPERATING STORMWATER POLLUTION
PREVENTION DEVICE OR OTHER APPROVED METHOD SHALL BE CONSIDERED A
VIOLATION OF THE ABOVE REFERENCED PERMIT AND THE TOWN OF LOS GATOS
STORMWATER ORDINANCE.
TOWN OF LOS GATOS NPDES NOTES
1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE
USING STRUCTURAL CONTROLS AS REQUIRED BY THE STATEWIDE GENERAL
CONSTRUCTION STORMWATER PERMIT.
2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT
TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT
PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND AS REQUIRED BY THE
STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT.
3. APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) FOR CONSTRUCTION-RELATED
MATERIALS, WASTES, SPILL OR RESIDES SHALL BE IMPLEMENTED TO MINIMIZE
TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING
PROPERTY BY WIND OR RUNOFF AS REQUIRED BY THE STATEWIDE GENERAL
CONSTRUCTION STORMWATER PERMIT.
4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT
CONSTRUCTION SITES AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TO
THE LOCAL STORM DRAIN SYSTEM.
5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE
AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES (BMPS) AND GOOD
HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED
CONSTRUCTION STAGING AREAS.
6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS
AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR
RECYCLE BINS.
7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM
DOES NOT CARRY WASTE OR POLLUTANTS OFF OF THE SITE. DISCHARGES OF MATERIAL
OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPT
AS AUTHORIZED BY AN INDIVIDUAL NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES) PERMIT OR THE STATEWIDE GENERAL CONSTRUCTION STORMWATER
PERMIT. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID
CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS,
GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES AND
ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS,
AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR
CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM
CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND
SUPERCHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING
CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND
CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL
STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REQUIREMENTS.
8. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING
GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED.
DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED.
DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING
ACTIVITIES REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL
BOARD.
HOUSE FOOTPRINT
CUT (CY)MAX CUT
HEIGHT (SF)
POOL
DRIVEWAY / ACCESS
LANDSCAPE / OUTDOOR
TOTAL
FILL (CY)MAX FILL
DEPTH (SF)EXPORT (CY)
ATTACHED GARAGE
ACCESSORY BUILDING
CELLAR
AREA DESCRIPTION
TABLE OF PROPOSED EARTHWORK QUANTITIES
±771
±189
±472
±663
0
0
±121
±73
±2,348 ±194
8.0
11.8
2.6
4
0
0
2.5
3
±771
±189
±351
±590
±2,154
N/A
±253
N/A
N/A
0
N/A
7.9 0 ±253
REV.: SEPT. 20168SHEET OF C2PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
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NONE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
BLUEPRINT FOR A CLEAN BAY
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
LOT 8LOT 9LOT 1010'P.S.D.E.W W W W W
WWWW60'DRAINAGE EASEMENTDOC# 19705898REV.: SEPT. 20168SHEET OF C3PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=30'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
EXISTING TOPOGRAPHY
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
LOT 8LOT 9LOT 1010'P.S.D.E.W W W W W
WWWW60'DRAINAGE EASEMENTDOC# 19705898REV.: SEPT. 20168SHEET OF C4PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=30'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
GRADING & DRAINAGE PLAN
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
LOT 910'P.S.D.E.WWWWWREV.: SEPT. 20168SHEET OF C5PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=10'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
DRIVEWAY PLAN & PROFILE
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
OT 810'P.S.D.E.REV.: SEPT. 20168SHEET OF C6PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=10'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
GRADING & DRAINAGE PLAN
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 5
REV.: SEPT. 20168SHEET OF C7PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=10'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
SECTION AND DETAILS
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
LOT 8LOT 9LOT 1010'P.S.D.E.WWWWWWREV.: SEPT. 20168SHEET OF C8PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=20'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
EROSION CONTROL PLAN
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080