Item 3 - Staff Report and Attachments 1 to 5
PREPARED BY: SEAN MULLIN, AICP
Senior Planner
110 E. Main Street Los Gatos, CA 95030 ● 408-354-6874
www.losgatosca.gov
TOWN OF LOS GATOS
HISTORIC PRESERVATION
COMMITTEE REPORT
MEETING DATE: 10/25/2023 ITEM NO: 3
DATE: October 20, 2023
TO: Historic Preservation Committee
FROM: Joel Paulson, Community Development Director
SUBJECT: Requesting Approval for Construction of a New Second-Story Addition to an
Existing Single-Family Residence, an Accessory Structure with Reduced Side
Yard Setbacks, Demolition of an Existing Accessory Dwelling Unit, Removal of
a Large Protected Tree, and Site Improvements Requiring a Grading Permit on
Property Zoned R-1:8. Located at 323 Pennsylvania Avenue. APN 510-43-
044. Architecture and Site Application S-23-018. Categorically Exempt
Pursuant to CEQA Guidelines Section 15301: Existing Facilities. Property
Owner: Megan Jellinek. Applicant: Gary Kohlsaat, Kohlsaat & Associates, Inc.
Project Planner: Sean Mullin.
RECOMMENDATION:
Requesting approval for construction of a new second-story addition to an existing single-family
residence, an accessory structure with reduced side yard setbacks, demolition of an existing
accessory dwelling unit, removal of a large, protected tree, and site improvements requiring a
grading permit on property zoned R-1:8, located at 323 Pennsylvania Avenue.
PROPERTY DETAILS:
1. Date primary structure was built: 1928 per County Assessor’s Database; 1930s per Anne
Bloomfield Survey
2. Town of Los Gatos Historic Status Code: +, historic and intact or worthy of special note.
3. Does property have an LHP Overlay? No
4. Is structure in a historic district? No
5. If yes, is it a contributor? N/A
6. Findings required? No
7. Considerations required? Yes
PAGE 2 OF 4 SUBJECT: 323 Pennsylvania Avenue/S-23-018 DATE: October 20, 2023
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BACKGROUND:
The County Assessor indicates that the residence located at 323 Pennsylvania Avenue was
constructed in 1928 and the 1991 Bloomfield Survey estimates the construction date as the
1930s (Attachment 1). Town records indicate that following the 1989 Loma Prieta earthquake,
permits were issued to rebuild the chimney. Also, a reroof was completed in 2022.
The 1991 Anne Bloomfield Survey rates the residence as historic and intact or worthy of special
note (Attachment 1). This rating suggests that very few modifications have been made to the
residence over time, which is reflected in the brief permit history contained in the Town’s
records. Additionally, the Sanborn Fire Insurance Maps show that the footprint of the
residence remained consistent between 1928 and 1956 (Attachment 2). The applicant
proposes to demolish portions of the residence behind the front façade and construct additions
to the residence, including a new second story and a basement (Attachment 5).
On May 19, 2023, the Committee conducted a preliminary review of the proposal and provided
the following feedback:
• Supportive of keeping the columns and recesses;
• The small window is a nice feature;
• Other homes nearby have a stepped back second-story;
• Consider using ornaments like decorative vents in the front;
• Not fond of aluminum wood clad windows; and
• Consider adding a chimney top.
DISCUSSION:
The property is located on the southwest side of Pennsylvania Avenue, between Palm and
Peralta Avenues. Architecture and Site Application S-23-018 was submitted on July 12, 2023,
proposing demolition of portions of the residence behind the front façade and construction of
additions to the residence, including a new second story and a basement (Attachment 5).
Additionally, the proposal includes demolition of an existing carport and a permitted accessory
dwelling unit (ADU). The Development Plans provided with the application are consistent with
those considered by the Committee under preliminary review on May 19, 2023. In response to
the Committee’s feedback provided under the preliminary review, the applicant has made the
following changes:
• Added two small windows with iron grills on either side of the front window;
• Revised the materials of all windows to wood;
• Added vents with iron grills to the second-floor gable ends on the front and rear elevation;
• Added chimney caps with arched openings; and
• Added a new outdoor fireplace to the loggia at the rear.
PAGE 3 OF 4 SUBJECT: 323 Pennsylvania Avenue/S-23-018 DATE: October 20, 2023
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DISCUSSION (continued):
The development plans show that the front façade of the residence would remain, along with
portions of the right-side elevation (Attachment 5). Along with the interior walls, the rear and
left-side exterior walls behind the front porch would be demolished. Additions to the ground
floor would expand the existing footprint of the residence along the left and rear elevations. A
new second-story addition would be located above the rear portion of the proposed residence,
setback approximately 21 feet from the existing front façade. A loggia is proposed at the rear
of the residence, covered by a flat roof and a new second-story balcony off the upstairs primary
bedroom. A new partial basement is proposed with lightwells located on the left and right-side
elevations. A new 30-inch-tall stucco wall is proposed along the front property line.
The proposed residence would maintain and reinforce the existing Mediterranean Revival
architectural style with exterior materials including smooth stucco siding, two-piece barrel tile
roof, divided lite wood windows, stucco moulding, copper gutters, wrought iron guardrails at
the balcony and lightwells, and new turned plaster columns supporting the loggia roof to match
the existing columns at the front porch. The existing rectangular windows on the front
elevation include arched reliefs and wood sills. The project plans show that the smaller window
would be replicated and repeated on both sides of the front window, which would be replaced
with an arched-top window to match the form of the existing arched relief. The two circular
reliefs above the porch entry would remain and new second-floor gable-end vents with iron
grills would be located on the front and rear elevations.
The applicant also proposes construction of a new detached two-car garage located in the
southern corner of the property. The form and materials of the garage would match those of
the residence. Lastly, a new swimming pool is proposed behind the residence.
During preliminary review, staff noted that the Residential Design Guidelines discourages
architectural copper due to its potential to contribute pollution to surface waters and the
San Francisco Bay through urban runoff. The copper gutters remain in the current plans
and the applicant has provided a written response in their Letter of Justification
(Attachment 3).
CONCLUSION:
The applicant is requesting approval for construction of a new second-story addition to an
existing single-family residence, an accessory structure with reduced side yard setbacks,
demolition of an existing accessory dwelling unit, removal of a large protected tree, and site
improvements requiring a grading permit. Should the Committee find merit in the request, the
recommendation would be forwarded to the Community Development Director and the
application would continue through the Architecture and Site process. The project would not
return to the Committee.
PAGE 4 OF 4 SUBJECT: 323 Pennsylvania Avenue/S-23-018 DATE: October 20, 2023
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CONSIDERATIONS:
A. Considerations
Sec. 29.80.290. Standards for review.
In evaluating applications, the deciding body shall consider the architectural style, design,
arrangement, texture, materials and color, and any other pertinent factors. Applications
shall not be granted unless:
For pre-1941 structures, the proposed work will neither adversely affect the exterior
architectural characteristics or other features of the property which is the subject of
the application.
B. Residential Design Guidelines
Section 3.9 of the Town’s Residential Design Guidelines offers recommendations for the
construction of additions to existing residences (Attachment 4).
ATTACHMENTS:
1. Research
2. Sanborn Map Exhibit
3. Letter of Justification
4. Section 3.9, Residential Design Guidelines
5. Development Plans
TOWN OF LOS GATOS
HISTORIC PRESERVATION COMMITTEE
HISTORIC RESEARCH WORKSHEET
Applicants shall provide written evidence and supporting documents to justify their request for a
remodel, alteration, addition, determination of significance, or demolition of a designated or
presumptive historic resource. This worksheet is intended to assist the applicant in gathering written
evidence and supporting documents, and to assist the Historic Preservation Committee during
evaluation of the request.
Applicants shall provide written evidence and supporting documents of the historical and architectural
characteristics, regarding both structures (construction date, alteration dates, photographic
documentation) and people (owner and/or resident names). If written evidence cannot fit on this
worksheet, please attach separate sheets.
The Historic Preservation Committee reviews the application using the Town's Historic District Ordinance
requirements. Copies of the ordinance(s) are available at Town Hall. The Committee meets the fourth
Wednesday of every month. The filing deadline is 20 days prior to the meeting by 11:00 AM.
The applicant shall research the following (please check the box once you complete your research):
1.Los Gatos Public Library (see How to Research the History of a House in Los Gatos):
□Sanborn Maps
□1941 Tax Assessment
□1989 Anne Bloomfield Historic Resource Survey forms
□Polk’s Directories
□Telephone Directories
□Other
2.Santa Clara County Resources (especially helpful for properties previously located in the county’s
jurisdiction):
□Santa Clara County Planning Department records
□San Jose Public Library (California Room)
3.Community Development Department Resources:
□Sanborn Maps
□1989 Anne Bloomfield Historic Resource Survey forms
□Community Development Department property files (permit history)
Research was conducted on (please enter date): ____________________________________
Records and Documents found (please attach copies): _______________________________
___________________________________________________________________________
ATTACHMENT 1
N:\DEV\FORMS\Planning\2022-23 Forms\HPC\HPC - Request for Review.docx 3/25/2022
HOW TO RESEARCH THE HISTORY OF A HOUSE IN LOS GATOS
At the Los Gatos Public Library
100 Villa Avenue, Los Gatos CA 95030
Locked Cases Area
1. The Los Gatos Sanborn Fire Insurance Maps located on the microfilm file cabinet. These maps indicate
the outline of buildings in 1884, 1888, 1891, 1895, 1904, 1928 and 1944 (please note the 1944 maps
have been relabeled and appear out-of-order, before the 1928 maps). These can be used to identify a
construction date range.
Bookcase #11
1. The 1941 Tax Assessment Survey. The listings are alphabetical by street name. An entry will note how
old the owner thought the house was in 1941 (please note that this information is not always accurate).
2. The 1991 Anne Bloomfield Historic Resources Survey. These listings are alphabetical by street name.
3. A list of the Museums of Los Gatos Historic Homes Tours and programs.
4. A list of the 100 Bellringers and information.
5. As it Was by Dora Rankin.
Bookcase #12
1. The 1924-1974 Polk’s Directories (please note that some years are missing), with reverse listings by
address and then resident name.
2. Business and Telephone Directories, as early as 1881-82.
History Room (Docent Hours: 1:00-5:00 Mondays and Thursdays; 10:00-12:00 Wednesdays)
1. History of Los Gatos by George Bruntz and Los Gatos Observed by Alistair Dallas (979.473).
2. Information in the Residences drawers of the Vertical File, filed by street.
3. The Patrons’ Inquiries, binder #3 Residences, listed by street, located on the shelf above the computers.
These may provide information found under previous searches.
General
1. ancestry.com is available free while inside the library.
2. A Field Guide to American Houses by Virginia Savage McAlester (728 M11 in non-fiction)
PARCEL MAP INFORMATION
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ARCHITECTURAL/CULTURAL SURVEY
LOS GATOS RESEARCH
ARCHITECTURAL HISTORY
C41 51 922· 1 063
2229 WEBSTER STREET
SAN FRANCISCO. CA 941 15
Parcel
;' Lot size: · ') fr ont ft. x o : ft . deep ----
Lot shape: L __ Rectangle with small rear jog___ Other __________ __
Location: N S / E W --side of __ j/_-_1 _______ St Ave ./'Other _____ _
at NE NW SE SW corner of ________________ __
HISTORIC INFORMATION ON PARCEL MAP
FIELD SURVEY INFORMATION (handwritten in red)
Preliminary rating Estimated age : J :
I I Style 11 ' ,•. # stories.._
Alterations. ____________________________________________________________________________ __
Other ________________________________________ ___
ASSESSOR--PROPERTY CHARACTERISTICS (paste on copy) '8 "i' 'f
OWNERSHIP SHOWN ON MAPS
Source
Name
Source
Date
-----11891
Blk Book 1908
Survey 1944
MISCELLANEOUS
Source
Page
Location of property, or Lot
Old ·tract/block/lot Size
National Register listed date. __________________ __
County Inventory 1979 _____________ ___
Town of Los Gatos: Designation __ Recognition __
District Name ·---------------------------------
--Previous Survey . _
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Los Gatos Library :
City directories (name & street index)
---Historic Collection Index (green boxes)
California History Center, De Anza College:
___ Biographical file
Photo collection
---Thompson & West, 1876 (bio index)
---Pen Pictures, 1888 (bio index)
---Sunshine Fruit & Flowers, 1895 (bio index)
---Guinn, 1904 (bio index)
Sawyer, 1922 (bio index)
r!'"'" index to Bruntz
___ Blo index of Nunroe Frazer,
___ Photo collection (2 boxes)
Los Gatos Museum (Forbes Mill):
___ Death records by year
1681
Scm Jose Historical Nuseum:
___ Great Registers (of voters)
Indexes
Photo collection
(Survey box)
Other sources:
____ Indexes, California Historic al (!uarterl y
____ State Librar y Information Index (fiche)
State Library-S.F. Newspaper Index (")
___ Funeral records (index cards to big books)
Photo collection
III . LIST ALL R!PEREMCES PROM ABOVE. Pind them. Copy qood material 6 attach. Or copy below if only
a few word e. Or explain why not relevant (aa , wronq
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2229 WF'"'<;TER STREET
SAN FRAN• ) . CA 94115
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BUILDING PERMITS
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323 Pennsylvania Ave
ATTACHMENT 2
1928
323 Pennsylvania Ave
1956
323 Pennsylvania Ave
This Page
Intentionally
Left Blank
Planning Department July 10, 2023
Community Development Department, Town of Los Gatos
110 E. Main Street
Los Gatos, CA 95030
Re: The Jellinek Residence, 323 Pennsylvania Avenue
Project Description/ Letter of Justification
To Whom it May Concern:
On behalf of Megan Jellinek and her family, I am pleased to present this historic renovation and
addition to the Town Of Los Gatos. The proposed project includes the remodel and addition of an
historic single family residence. The project also includes the construction of a detached garage and
swimming pool. This letter accompanies the submitted building plans and additional exhibits for the
above referenced project, and contains descriptions of the property, it's history and the surrounding
neighborhood.
EXISTING PROPERTY DESCRIPTION
The property is located in the Glen Ridge District on Pennsylvania Avenue just north of cross streets
Fairview and Peralta. Although this property is not within an established historic district, the home
is classified as historic due to the date of its construction and its obvious historic character. The
Bloomfield survey describes the home as a Mediterranean Revival built in the 1930’s. The home can
also be characterized as a Mediterranean bungalow which features a single predominant gable end
that faces the street with a flat roofed porch just tucked back from it on the left.
The front gable features a large picture window with 2 casements at either side with divided lites and
an arched recess at the top. The porch is flanked with spiraling plaster columns with ionic capitals
on the sides of the arched openings. Circular recesses adorn the walls above the arches. The eaves
are very short with crown molding in plaster at the gable ends. The home once had a clay barrel tile
roof, but it has since been removed. Some time after its construction a trellised porch was built at
the rear. The home is elevated above grade by a 3 to 4 feet which allows for a few small windows in
the underfloor cellar space.
A detached accessory dwelling unit and carport are located at the rear accessed through a driveway
to the left of the home, both of which are badly deteriorated. Behind them lies a 20 foot wide
easement once slated to become a large section of Laurel Avenue. The first 3 homes on
Pennsylvania and the home behind them on Fairview share access to the easement that was to be
Laurel Avenue, but is now a shared driveway. This property is at the end of that shared drive with no
through access over it. Laurel Avenue never came to be, but the easement remains on this property.
An application for the abandonment of this easement by the Town for public utilities is being
51 University Avenue, Suite L • Los Gatos, CA 95030 • 408.395-2555
K O HLSAA T
&ASSOCIATES
A R C H I T E C T U R E
ATTACHMENT 3
323 PENNSYLVANIA AVENUE, PAGE of 2 4
processed and due to be approved in August. Private ingress/egress easements still remain on the
property at this point, and the owner is actively pursuing their removal with the neighbors.
DESCRIPTION OF PROPOSED RESIDENCE
The proposed scope of work includes a main floor addition to the left and rear of the home. It also
includes a new second story and basement. During early stages of the design process, access from
the rear through Laurel was being pursued. This would eliminate the need for the long driveway and
provide more space for additional square footage to the left. A single story home was designed and
approved by the home owner, but the neighbors would not agree to access from Laurel that they
already enjoy. Once it was clear that the long driveway along the Southeast edge must remain in
order to reach a garage, the one story design was abandoned for a two story.
From the very start the owner fell in love with the historic style of the home and made it her chief
goal to preserve and enhance its character. A second story would have to be set back considerably in
order to maintain the main one story facade as its dominating feature. It’s set more than 20’ back
from the front elevation. The front window will be replaced with another picture window of the same
width that matches the shape of the arched top recess above it. The tiny existing window on the left
will be duplicated on the right. Both of them will be enhanced with a wrought iron grill typical to
the time period. A small wrought iron decorative grill will be added at the top of the gable end
facade and on all gable ends to further enhance this historic style. The existing crown molding at the
gable ends will be duplicated at the eaves with a new half round gutter. The existing gutters are not
historic. And a new clay barrel tile roof will replace the current cap sheet roof.
The front porch will be left alone entirely with its spiral plaster columns, arches, wrought iron railing
and circular recesses, with the two exceptions of the parapet curb and front door. We propose adding
a small cap and trim piece to created a more finished look. The front door currently faces the left
side of the house, but it will be relocated to face the street. It will have glass lites much like it does
now and sidelites will be added. At the rear, a new veranda is proposed that will also have spiral
columns to match the front porch and the same parapet roof detail.
The second story architecture is in keeping with the home’s character, with basic gables and hipped
shaped roofs and a slightly pronounced stair wall facade. All of the second floor architecture is
understated, tasteful, and designed to feel as though it were original.
A new basement is proposed that includes two bedroom suites and second living space. The existing
cellar is about 7 feet deep and unfinished. The existing foundation is original to the 1930’s and not
competent to support a new second floor. Since an entirely new foundation under the second floor
will be required and the cellar is already mostly dug out, creating a new usable basement/foundation
system is the logical solution.
LANDSCAPING AND SITE WORK
The property has a gentle slope uphill from front to back. A very large redwood is located just to the
left of the existing gravel driveway. There are a few large oak trees and another redwood to the rear.
In order to access the garage at the rear, a large oak tree and redwood will have to be removed. A
pool is also proposed. The space between the house and new detached garage will be leveled out for
usability.
323 PENNSYLVANIA AVENUE, PAGE of 3 4
At the front, an existing stacked stone retaining wall will be replaced with a low stucco wall and
pedestrian gate that leads to the front door. The driveway will be made of pavers and the new
vehicular gate, as well as light well guardrails, will be made of wrought iron.
COMPLIANCE WITH THE RESIDENTIAL DESIGN GUIDELINES
In addition to what was identified above, the proposed home specifically addresses the Residential
Design Guidelines as follows:
SITE/ PLANNING:
§The existing home will remain and additions to the main floor have been kept to a minimum.
§Perimeter trees have been kept to the fullest extent possible.
§Grading has been minimized as little additional ground floor, floor area is proposed.
§Existing vehicle entrance reused to minimize disruption.
HARMONY/COMPATIBILITY:
§The style of the home will be preserved and enhanced.
§The second floor will be set back considerably, just as the home to the left has done.
SCALE AND MASS:
§Again, the second floor is set back to preserve the massing and feel of the front elevation.
§The roof design includes a large flat section that reduces its overall height and mass.
EXTERIOR MATERIALS:
§The stucco finish will be maintained and matched at the additions.
§The new clay barrel tile roof will bring back some of the original design intent of this
Mediterranean home.
ENERGY CONSERVATION:
§The house will employ high quality dual glazed, low E wood windows, ultra-high
performance insulation packages and high efficiency mechanical systems for heating, cooling
and domestic hot water.
§The house is oriented to take full advantage of cross ventilation practices.
§Substantial amount of roof areas provide plenty of space for solar collectors.
PRIVACY:
§The existing home sits about 9’-6” away from the right side property line and no additions
are proposed to be any closer. The left side addition is more than 16’ from the property line.
§All second floor egress bedroom windows face the rear. Only small windows or bathroom
windows face the sides.
LANDSCAPING:
§All proposed landscaping shall comply with the Town’s Landscaping Policies including the
HDS&G section.
§Proposed drought tolerant plants and landscape materials have been chosen to enhance both
the architecture and the natural setting of the lot.
323 PENNSYLVANIA AVENUE, PAGE of 4 4
GEOLOGICAL:
§There are no significant geological hazards that exist to prevent a safe and secure structure to
be constructed on this site.
CONCLUSION
The addition and remodel to this historic home has been conceived of from the beginning to respect
the original architecture and preserve its character for generations to come. We hope this home will
enhance the neighborhood and follows the intent of the Residential Design Guidelines.
Sincerely,
Gary Kohlsaat
Architect C19245
Residential Design Guidelines 33
Town of Los Gatos
BUILDING DESIGN3
3.8.3 Use traditional detailing
•Treat openings in walls as though they were constructed of
the traditional material for the style. For example, be sure to
provide substantial wall space above arches in stucco and
stone walls. Traditionally, wall space above the arch would
have been necessary to structurally span the opening, and
to make the space too small is inconsistent with the archi-
tectural style.
•Openings in walls faced with stone, real or synthetic, should
have defined lintels above the opening except in Mission or
Spanish Eclectic styles. Lintels may be stone, brick or wood
as suits the style of the house.
•Treat synthetic materials as though they were authentic.
For example, select synthetic stone patterns that place the
individual stones in a horizontal plane as they would have
been in a load bearing masonry wall.
•Select roof materials that are consistent with the traditional
architectural style (e.g., avoid concrete roof tiles on a Crafts-
man Style house.)
3.8.4 Materials changes
•Make materials and color changes at inside corners rather
than outside corners to avoid a pasted on look.
3.9 ADDITIONS/ACCESSORY BUILDINGS/SECONDARY
UNITS
•Site additions in the least conspicuous place. In many cases
this is a rear or side elevation - only rarely is it a rooftop.
•The existing built forms, components and materials should
be reinforced. Heights and proportions of additions and
alterations should be consistent with and continue the
original architectural style and design.
•Additions should be subordinate, and compatible in scale
and proportion to the historically significant portions of
the existing structure.
•When an addition or remodel requires the use of newly
constructed exterior elements, they should be identical in
size, dimension, shape and location as the original, and
Use stone or wood lintels over
openings in stone walls
Additions, accessory buildings and secondary
units should match the form, architectural
style, and details of the original house
ATTACHMENT 4
Residential Design Guidelines34
Town of Los Gatos
BUILDING DESIGN3
should utilize the same materials as the existing protected
exterior elements.
• When an addition necessitates the removal of architectural
materials, such as siding, windows, doors, and decorative
elements, they should be carefully removed and reused in
the addition where possible.
• The introduction of window and door openings not char-
acteristic in proportion, scale, or style with the original
architecture is strongly discouraged (e.g., sliding windows or
doors in a structure characterized by double hung windows
and swinging doors).
• The character of any addition or alteration should be in
keeping with and subordinate to the integrity of the original
structure.
• The amount of foundation exposed on the addition should
match that of the original building.
• Do not add roof top additions where the roof is of historic
significance.
• Second floor additions are discouraged in neighborhoods
with largely one story homes. If horizontal expansion of
the house is not possible, consider incorporating a second
floor addition within the roof form as shown in the example
to the left.
• Second floor additions which are not embedded within the
roof form should be located to the rear of the structure.
• The height and proportion of an addition or a second story
should not dominate the original structure.
• Deck additions should be placed to the rear of the struc-
ture only, and should be subordinate in terms of scale and
detailing.
• New outbuildings, such as garages, should be clearly subor-
dinate to the main structure in massing, and should utilize
forms, materials and details which are similar to the main
structure.
• Garages should generally be located to the rear of the lot
behind the rear wall of the residence. One car wide access
driveways should be utilized.
Original structure
Addition incorporated into the roof
successfully adds space while respecting the
integrity of the existing house and the scale of
the neighborhood
Placing a two story addition to the rear can
minimize its impact on the historic resource
and the scale of the neighborhood
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
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-1
COVER SHEET
09/25/23A.
A-1
A-2
A-3
A-4
1
2
3
4
5
A-5
A-6
A-7
A-8
A-9
A-10
A-11
A-12
A-13
COVER SHEET
EXISTING PHOTOS
NEIGHBORHOOD PLAN & STREETSCAPES
SITE PLAN & LANDSCAPE PLAN
CIVIL COVER SHEET
BLUEPRINT FOR A CLEAN BAY
EXISTING TOPOGRAPHIC SURVEY & DEMOLITION PLAN
GRADING & DRAINAGE PLAN
EROSION CONTROL PLAN
AS-BUILT/DEMO FLOOR PLAN & ROOF PLAN
AS-BUILT/DEMO ELEVATIONS & DEMO CALCULATIONS
PROPOSED MAIN & LOWER FLOOR PLAN
PROPOSED SECOND FLOOR PLAN & ROOF PLAN
PROPOSED FRONT & LEFT ELEVATIONS
PROPOSED REAR & RIGHT ELEVATIONS
CROSS SECTIONS
GARAGE PLANS
SHADOW STUDIES
PROJECT DATA
PROJECT ADDRESS:
OWNER:
APN#:
ZONING:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
GROSS & NET SITE AREA:
AVERAGE SLOPE:
ALLOWABLE F.A.R.- RESIDENCE:
ALLOWABLE F.A.R.- GARAGE:
ALLOWABLE BUILDING COVERAGE:
ALLOWABLE ACC. STR. COVERAGE:
323 PENNSYLVANIA AVENUE
LOS GATOS, CA 95030
510-43-044
R-1:8
R-3/U
V-B / SPRINKLERED
9,002 SF
1.3%
.35 - [(9-5) X .20)]
25
.32 X 9,002 = 2,881 SF
.10 - [(9-5) X .07]
25
.089 X 9,002 = 801 SF
40% = 3,601 SF
15% OF BUILDABLE AREA
=15% OF 4,623 = 693 SF
FLOOR AREAS:
MAIN FLOOR
SECOND FLOOR
TOTAL FLOOR AREA
1,301 SF
0 SF
1,301 SF
BASEMENT 0 SF
EXISTING STRUCTURES
TO BE DEMOLISHED:
ADU
CARPORT
410 SF
219 SF
SITE AREAS:
RESIDENCE
COVERED PORCH & PATIOS
LIGHTWELLS
ADU
CARPORT/ DET. GARAGE
TOTAL BUILDING COVERAGE
PATIOS & PATHS
POOL & SPA
DRIVEWAY
TOTAL SITE COVERAGE
1,645 SF
536 SF
170 SF
0 SF
660 SF
3,011 SF
1,011 SF
501 SF
903 SF
5,394 SF
1,301 SF
127 SF
0 SF
410 SF
219 SF
2,057 SF
70 SF
0 SF
0 SF
2,127 SF
EXISTING PROPOSED
EXISTING ADDITION TOTAL
DETACHED GARAGE 0 SF
1,367 SF
660 SF
1,367 SF
660 SF
344 SF
1,041 SF
1,385 SF
344 SF
1,041 SF
2,686 SF
PROJECT DIRECTORY
ARCHITECT:
KOHLSAAT & ASSOCIATES
51 UNIVERSITY AVENUE, SUITE L
LOS GATOS, CA 95030
TEL: (408) 395-2555
CIVIL ENGINEER:
HANNA-BRUNETTI
7651 EIGLEBERRY STREET
GILROY, CA 95020
TEL: (408) 842-2173
SCOPE OF WORK
A REMODEL AND ADDITION OF A PRE-1941 SINGLE FAMILY
RESIDENCE AND A NEW DETACHED GARAGE, WHICH INCLUDE
A NEW SECOND STORY & BASEMENT. SCOPE INCLUDES 5
TOTAL BEDROOMS, 5½ BATHS, A GAME ROOM, AN OFFICE
AND A COVERED LOGGIA. ALSO INCLUDES SITE RETAINING
WALLS AND A POOL. REQUESTING REMOVAL OF 8
PROTECTED TREES, TWO OF WHICH ARE IN POOR
CONDITION. 4 UNPROTECTED TREES ARE ALSO PROPOSED
FOR REMOVAL.
NOTES
1. AN AUTOMATIC FIRE SPRINKLER SYSTEM WILL BE
INSTALLED THOUGHOUT, AS A DEFERRED SUBMITTAL.
SHEET INDEXVICINITY MAP
SITE
The Jellinek Residence
ATTACHMENT 5
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
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07/05/23
-2
EXISTING
PHOTOS
09/25/23A.
07/05/23
A-2
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-3
07/05/23
-3
NEIGHBORH
OOD PLAN &
STREETSCAPE
S
09/25/23A.
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-4
07/05/23
-4
SITE PLAN &
LANDSCAPE
PLAN
09/25/23A.
N25'-0"FRONT SETBACK22'-0"20'-1/2"20'-0"REAR SETBACK20'-0" EASEMENT8'-0"
SIDE
SETBACK
8'-0"
SIDE
SETBACK
14'-101/2"10'-1/2"30'-41/4"9'-71/2"
16'-31/2"
3'-0"33'-0"6'-0"12'-0"6'-1/4"21'-1/4"19'-91/2"24'-81/4"11'-0"
3'-0"
3'-0"
(E) F.F.=422.20'
F.F.=422.20'
COPING=
422.00'
(E) GAS METER TO REMAIN
(E) ELEC. METER TO REMAIN
CARPORT TO BE
DEMOLISHED
ADU TO BE
DEMOLISHED (N) 30" SITE
RETAINING WALL
30" SITE
RETAINING
WALL
(N) 18"+/- SITE
RETAINING
WALL
(N) SECOND STORY OUTLINE ABOVE
(N) SECOND STORY
OUTLINE ABOVE
TREES 3871, 3872, 3873
APPROVED FOR REMOVAL BY
PPW PRIOR TO SUBMITTAL
TREE TO BE REMOVED
(N) PAVED WALKING PATH
24"-30" TALL STUCCO
FENCE WALL
(N) VEHICULAR GATE
& PERSON GATE
WATER METER
TO BE RELOCATED POOL EQUIP.
TREES 3871, 3872, 3873
APPROVED FOR REMOVAL BY
PPW PRIOR TO SUBMITTAL
TREES 3871, 3872, 3873
APPROVED FOR REMOVAL BY
PPW PRIOR TO SUBMITTAL
TREES TO BE REMOVED
BBQ & COUNTER
TREES TO BE REMOVED
(N) WATER METER LOCATION
(E) SEWER LATERAL
(E) OVERHEAD ELEC./DATA
EXISTING WOOD
FENCE TO REMAIN
(N) 6' TALL WOOD FENCE AS NEEDED
(N) 6' TALL WOOD FENCE
TYPE III TREE PROTECTION
PER ARBORIST REPORT
TYPE I TREE PROTECTION
PER ARBORIST REPORT
electric meterw/overhead service8" inv 411.16(8"ss)(8"ss)(8"ss)415.36SSMH419.34TAG 3870
418.86
18" HAWTHORN
418.83
12" PRIVET
TAG3871
6" LIQUID AMBERTAG3872
2" LIQUID AMBER416.60
FL CURB DRAIN
TAG3873
2" LIQUID AMBER
417.59
66"
REDWOOD
417.53
6" SPRUCE
416.60
T10-PLM
416.94
6,6,6"
POMEGRANATE
418.48
T4-6
419.55
12" FERN PINE
419.5410" FERN PINE
420.53
6" PRIVET
420.18
4,4" BRUSH
CHERRY420.20
40" LIVE OAK
423.00
38, 36"
REDWOOD427.40T14-28429.24
T20-20
427.9811" LIVE OAK
424.88
13,12" ELDERBERRY
424.96
14" FAN PALM
WM422.98WVS40° 48' 58"W150.10S49° 10' 19"E 59.95N40° 47' 47"E150.10S49° 10' 19"E 60.00
42642
8
430
416414418420420420
418418
422
424
REMODELED
RESIDENCE
ADDITION
(E) COVERED
PORCH
(N) COVERED LOGGIA
(N) GARAGE
(N) POOL
LIGHT-
WELL
LIGHT-
WELL
(E) PAVING
PENNSYLVANIA AVENUE
(R) DRIVEWAY
NEIGHBORING 2-STORY RESIDENCE
NEIGHBORING 2-STORY RESIDENCE
NEIGHBOR'S
GARAGE
NEIGHBOR'S
GARAGE(N) PATIO/DRIVEWAY
315 PENNSYLVANIA
327 PENNSYLVANIA
UP
(N) PLANTER BOX
#3870
#175#162
#163
#164
#165
#166
#167
#168
#169
#170
#171
#172
#173
#174
#176
#177
#178
#179
#180
5.5" PRIVET
6,6,4,2" PRIVET
7" HAWTHORN
6" HAWTHORN
18" HAWTHORN
14" VALLEY OAK
N419.34TAG 3870
418.86
18" HAWTHORN
418.83
12" PRIVET
TAG3871
6" LIQUID AMBERTAG3872
2" LIQUID AMBER
TAG3873
2" LIQUID AMBER
417.59
66"
REDWOOD
417.53
6" SPRUCE
416.60
T10-PLM
416.94
6,6,6"
POMEGRANATE
418.48
T4-6
419.55
12" FERN PINE
419.5410" FERN PINE
420.53
6" PRIVET
420.18
4,4" BRUSH
CHERRY420.20
40" LIVE OAK
423.00
38, 36"
REDWOOD427.40T14-28429.24
T20-20
427.9811" LIVE OAK
424.88
13,12" ELDERBERRY
424.96
14" FAN PALM
S40° 48' 58"W150.10S49° 10' 19"E 59.95N40° 47' 47"E150.10S49° 10' 19"E 60.00
42642
8
430
416414418420420420
418418
422
424
REMODELED
RESIDENCE
(E) COVERED
PORCH
(N) COVERED LOGGIA
(N) GARAGE
(N) POOL
PAVERS ON CONC. SLAB
PAVERS ON SAND BED
CONCRETE PADS
W/4" WIDE GRASS STRIPS
Pittosporum 'Marjorie Channon' -15 gal.
Prunus Laurocerasus (English Laurel) -15 gal.
Prunus Caroliniana 'Compacta' -15 gal.
Lavandula Angustifolia (English Lavendar)
Chondropetalum tectorum
Leonotus Leonurus
Bergarten Sagea
Achillea 'Terra Cotta'
Lagerstoemia 'Natches'
Punica Granatum (Pomegranate) - 15 gal.
Oleo Europaea (Fruitless Olive) - 24" box
Quercus Agrifolia (Live Oak) - 24" box
California Fescue
LANDSCAPE PLAN LEGEND
#3870
#175#162
#163
#164
#165
#166
#167
#168
#169
#170
#171
#172
#173
#174
#176
#177
#178
#179
#180
5.5" PRIVET
6,6,4,2" PRIVET
7" HAWTHORN
6" HAWTHORN
18" HAWTHORN
14" VALLEY OAK
TREE INVENTORY & REPLACEMENT TABLE
STATUS REPLACEMENT
REMAIN
REMAIN
REMOVE (2) 15 GAL.
REMOVE (6) 24" BOX
REMOVE
REMOVE (2) 15 GAL.
REMOVE (2) 15 GAL.
REMOVE (2) 15 GAL.
REMAIN
REMAIN
REMOVE (3) 15 GAL.
REMOVE (2) 15 GAL.
REMOVE (3) 15 GAL.
REMOVE (3) 15 GAL.
(2) 15 GAL.
REMOVE (6) 24" BOX.
REMOVE (3) 15 GAL.
REMAIN
REMOVE (3) 15 GAL.
REMAIN
REMAIN
TOTAL REQUIRED REPLACEMENT =(27) 15 GAL.
(12) 24" BOX
21 proposed
3 proposed
10 proposed
PROPOSED
REPLACEMENT
TREES
5 proposed
TOTAL PROPOSED REPLACEMENT TREES = (24) 15 gal. & (15) 24" BOX
323 Pennsylvania Avenue Tree Inventory, Assessment
and Protection Report
August 21, 2023
Appendix B: Tree Inventory and Assessment Tables
Table 2: Inventory and Assessment Summary
Tree Species I.D. #Trunk
Diameter
(in.)
~ Canopy
Diameter
(ft.)
Condition Expected
Impact
Protection
Status
Rounded
Depreciated
Value
Calculated
Protection
Radii (ft.)
coast redwood (Sequoia
sempervirens)
162 66 30 Good Low Large
Protected
$40,400.00 44
pomegranate (Punica
granatum)
163 6, 6, 6 15 Good Low Exempt $4,600.00 7
spruce (Picea pungens)164 6 10 Good High Protected $580.00 4
coast live oak (Quercus
agrifolia)
165 40 45 Fair High Large
Protected
$23,900.00 27
glossy privet (Ligustrum
lucidum)
166 5.5 10 Good Low Exempt $70.00 3
glossy privet (Ligustrum
lucidum)
167 6 10 Good Low Exempt $80.00 4
glossy privet (Ligustrum
lucidum)
168 5, 5, 4, 2 10 Good Low Exempt $190.00 6
Monterey brush cherry
(Eugenia uniflora)
169 4, 4 Good Low Protected $710.00 4
fern pine (Afrocarpus
falcatus)
170 12 25 Good Low Protected $2,830.00 8
fern pine (Afrocarpus
falcatus)
171 10 25 Good Low Protected $1,970.00 7
Washington hawthorn
(Crataegus phaenopyrum)
172 18 25 Poor Low Protected $4,100.00 12
Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018
831.331.8982 - rick@monarcharborist.com Page of 15 30
323 Pennsylvania Avenue Tree Inventory, Assessment
and Protection Report
August 21, 2023
Washington hawthorn
(Crataegus phaenopyrum)
173 7 10 Good Low Protected $1,450.00 5
Washington hawthorn
(Crataegus phaenopyrum)
174 6 15 Good Low Protected $1,060.00 4
glossy privet (Ligustrum
lucidum)
175 12 25 Good Low Exempt $330.00 8
coast redwood (Sequoia
sempervirens)
176 38, 36 45 Fair High Large
Protected
$17,900.00 35
elderberry (Sambucus nigra)177 13, 12 25 Poor High Protected $2,730.00 12
fan palm (Washingtonia
robusta)
178 14 10 Good High Exempt $2,270.00 9
coast live oak (Quercus
agrifolia)
179 11 20 Fair Low Protected $1,810.00 7
valley oak (Quercus lobata)180 14 25 Fair Low Protected $2,920.00 9
Washington hawthorn
(Crataegus phaenopyrum)
3870 18 25 Fair Low Street Tree $6,800.00 12
Tree Species I.D. #Trunk
Diameter
(in.)
~ Canopy
Diameter
(ft.)
Condition Expected
Impact
Protection
Status
Rounded
Depreciated
Value
Calculated
Protection
Radii (ft.)
Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018
831.331.8982 - rick@monarcharborist.com Page of 16 30
SCALE: 1" = 10'
SITE PLAN
SCALE: 1" = 10'
LANDSCAPE PLAN
REV.: DEC. 2015
VICINITY MAP
PLAN FOR THE IMPROVEMENT OFLANDS OF JELLINEK - 323 PENNSYLVANIA AVENUEPARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSCOVER SHEETARCHITECTURAL AND SITE APPLICATION S-23-018REVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE: SEPT 5 2023AMXXAMTMAS SHOWN22066TOWN OF LOS GATOS STANDARD PUBLIC IMPROVEMENT NOTES
1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE FOLLOWING:
a. TOWN OF LOS GATOS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS
(UNLESS SPECIFICALLY STATED OTHERWISE ON THE PLANS).
b. ALL TOWN OF LOS GATOS CONDITIONS OF APPROVAL RELATED TO THE PROJECT.
c. THESE PLANS AND DETAILS.
d. RECOMMENDATIONS OF THE PROJECT SOILS INVESTIGATION
SOILS ENGINEER ___________________________________________________
REFERENCE REPORT NO. _______________, DATED ____________
LETTER NO. __________, DATED ____________, SHALL BE THOROUGHLY COMPLIED
WITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/LETTERS
ARE HEREBY APPENDED AND MADE A PART OF THESE PLANS.
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 MEETINGSHOULD 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 READAND 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 HAVEFULL 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. 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.
7. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE
STANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE
PARTICULATES.
8. 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 REGULATIONSESTABLISHED BY OR PURSUANT TO THE OCCUPATIONAL SAFETY AND HEALTH ACT OR
ANY OTHER APPLICABLE PUBLIC AUTHORITY.
9. THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITE
AT ALL TIMES DURING CONSTRUCTION.
10. CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY
EXISTING TREES, SURFACE IMPROVEMENTS, DRAINAGE, WATER, SEWER, ELECTRICAL OR
TELECOMMUNICATION FACILITIES WHETHER ABOVE GROUND OR UNDERGROUND.CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR ANY DAMAGE THERETO.
11. HORIZONTAL AND VERTICAL CONTROLS SHALL BE SET AND CERTIFIED BY A LICENSED
SURVEYOR OR REGISTERED CIVIL ENGINEER QUALIFIED TO PRACTICE LAND SURVEYING.
12. DURING CONSTRUCTION, ALL APPLICABLE WORK (SUBGRADE, PAVING, ETC.) SHALL BE
INSPECTED BY THE APPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED ATLEAST 48 HOURS BEFORE BEGINNING SUCH WORK. THE ENGINEER SHALL BE ON-SITE TO
VERIFY CONDITIONS AS REQUIRED IN HIS REPORT. SHOULD ANY CHANGES TO THE
REPORT RECOMMENDATIONS BE NECESSARY, TOWN APPROVAL SHALL BE OBTAINED
PRIOR TO ANY ASSOCIATED WORK.
13. THE RESULTS OF THE CONSTRUCTION OBSERVATION AND TESTING SHALL 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.
14. 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 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.
15. 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.
16. OWNER/APPLICANT: ____________________________ PHONE:_____________
17. GENERAL CONTRACTOR: _________________________ PHONE:_____________
18. 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 FOR COORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTALAGENCIES.
19. 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 ISISSUED 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.
SHEET INDEX
1. TOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONS
2. BLUEPRINT FOR A CLEAN BAY SHEET
3. EXISTING TOPOGRAPHY AND DEMOLITION PLAN
4. GRADING & DRAINAGE PLAN
5. EROSION CONTROL PLAN
PLAN FOR THE IMPROVEMENT OF
TOWN OF LOS GATOS
GRADING & DRAINAGE PLANS
ARCHITECTURAL AND SITE APPLICATION NO. S-23-018
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 MINIMIZETRANSPORT 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 GOODHOUSEKEEPING 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 ORRECYCLE 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 LIQUIDCHEMICAL 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 ANDCONTROLLED 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.
TOTAL SITE AREA:
9000 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
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
ABBREVIATIONS
5SHEET OF 1CONTRACTOR 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.APN 510-43-044CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMNOT FOR CONSTRUCTION
PRELIMINARY PLANS State Highway 17W
M
a
i
n
S
t
r
e
e
t
lva
n
i
a
Av
e
Her
n
a
n
d
e
z
A
v
e
Sar
a
t
o
g
a
-
L
o
s
G
a
t
o
s
R
o
a
d
Santa Cruz AveBroa
d
w
a
y
Pennsy
SITE ELEMENT CUT FILL
TABLE 1 - MAXIMUM GRADED CUTS AND FILLS
GARAGE 2.87' 0'
POOL 0.52' 1.71'
DRIVEWAY 0.62' 1.74'
HB JOB NO. 22066
REV.: SEPT. 2016
5SHEET OF 2 PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSREVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE: SEPT 5 2023AMXXAMTMNONECONTRACTOR 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.22066GRADING & DRAINAGE PLANSLANDS OF JELLINEK - 323 PENNSYLVANIA AVENUEBLUEPRINT FOR A CLEAN BAYARCHITECTURAL AND SITE APPLICATION S-23-018CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 510-43-044
3SHEET OF 5 220661"=10'TMAMXXAMSEPT 5 2023DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHIECTURAL AND SITE APPLICATION S-23-018APN 510-43-044TOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF JELLINEK - 323 PENNSYLVANIA AVENUEPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 EXISTING TOPOGRAPHIC SURVEY AND DEMOLITION PLANCIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMNOT FOR CONSTRUCTION
PRELIMINARY PLANS
FIRE HYDRANT
P
E
N
N
S
Y
L
V
A
N
N
I
A
A
V
E
N
U
EPALMAVENUE
F A I R V I
E
W
A
V
E
N
U
E
±3
4
2
F
E
E
T
±3
2
6
F
E
E
T
FIRE HYDRANT
4SHEET OF 5 220661"=10'TMAMXXAMSEPT 5 2023DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION S-23-018GRADING & DRAINAGE PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF JELLINEK - 323 PENNSYLVANIA AVENUEPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 510-43-044NOT FOR CONSTRUCTION
PRELIMINARY PLANS
5SHEET OF 5 220661"=10'TMAMXXAMSEPT 5 2023DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION S-23-018EROSION CONTROL PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF JELLINEK - 323 PENNSYLVANIA AVENUEPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 510-43-044
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-5
07/05/23
-10
AS-BUILT/
DEMO
FLOOR PLAN
& ROOF
PLAN
09/25/23A.
FDW W/DW/D22'-31/4"18'-23/4"3'-1"7'-63/4"4'-4"6'-73/4"1'-81/4"8'-91/4"8'-83/4"21'-103/4"2'-1/2"1'-103/4"22'-73/4"9'-2"2'-3"
83/4"1'-83/4"
4'-2"71/2"2'-0"10'-91/4"3'-11/2"3'-10"EXISTING WOOD
BURNING FIREPLACE
LIVING ROOM
FAMILY ROOM
MASTER
BEDROOM
BEDROOM 2
BATH
KITCHEN
DINING ROOM
MUD
ROOM
HALL
COVERED DECK
COVERED
ENTRY
W1 W2W3W4W5W6W7W8W9
W10W11
W12W13
W14W15W16 W17 W18 W20
W21W22
W23W19
N
(E) ROOF FRAMING TO REMAIN,
(E) ROOF MEMBRANE TO BE REPLACED
(E) ROOF FRAMING
TO BE REMOVED(E) ROOF FRAMING
TO BE REMOVED
(E) TRELLIS TO BE REMOVED
(E) ROOF FRAMING
TO REMAIN,
(E) ROOF MEMBRANE
TO BE REPLACED
(E) LOW SLOPE ROOF
LOW SLOPE ROOF
5/125/12RIDGEVALLEY5/12
5/12
5/125/12 5/125/125/12
VALLEY5/12
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-5
05/03/23
-5
AS-BUILT/
DEMO
FLOOR PLAN
& ROOF
PLAN
FDW W/DW/D22'-31/4"18'-23/4"3'-1"7'-63/4"4'-4"6'-73/4"1'-81/4"8'-91/4"8'-83/4"21'-103/4"2'-1/2"1'-103/4"22'-73/4"9'-2"2'-3"
83/4"1'-83/4"
4'-2"71/2"2'-0"10'-91/4"3'-11/2"3'-10"LIVING ROOM
FAMILY ROOM
MASTER
BEDROOM
BEDROOM 2
BATH
KITCHEN
DINING ROOM
MUD
ROOM
HALL
COVERED DECK
COVERED
ENTRY
W1 W2W3W4W5W6W7W8W9
W10W11
W12W13
W14W15W16 W17 W18 W20
W21W22
W23W19Jellinek Remodel - Demo Wall Calculations
EXTERIOR WALLS
Wall #Existing Demo
W1 22.3
W2 18.2
W3 0.6
W4 10.1
W5 4.3
W6 6.6
W7 1.7
W8 8.8
W9 21.9
W10 2
W11 8.7
W12 9.2
W13 2.3
W14 22.6
W15 1.9
W16 0.8
W17 1.6
W18 4.2
W19 0.5
W20 2.1
W21 10.9
W22 3.1
W23 3.8
TOTAL 92.8 75.4
N
(E) ROOF FRAMING TO REMAIN,
(E) ROOF MEMBRANE TO BE REPLACED
(E) ROOF FRAMING
TO BE REMOVED(E) ROOF FRAMING
TO BE REMOVED
(E) TRELLIS TO BE REMOVED
(E) ROOF FRAMING
TO REMAIN,
(E) ROOF MEMBRANE
TO BE REPLACED
(E) LOW SLOPE ROOF
LOW SLOPE ROOF
5/125/12RIDGEVALLEY5/12
5/12
5/125/12 5/125/125/12
VALLEY5/12
SCALE: 1/4" = 1'-0"
AS-BUILT/DEMO FLOOR PLAN
REMODEL CALCULATIONS
SCALE: 1/4" = 1'-0"
AS-BUILT/DEMO ROOF PLAN SCALE: 1/4" = 1'-0"
AS-BUILT/DEMO FLOOR PLAN
SCALE: 1/4" = 1'-0"
AS-BUILT/DEMO ROOF PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-6
07/05/23
-11
AS-BUILT/
DEMO
ELEVATIONS
& DEMO
CALCULATIO
NS
09/25/23A.
290 sq ft
7 sq ft
8'-1"(E) CROWN MOLDING TO REMAIN
(E) STUCCO RECESSES TO REMAIN
(E) TURNED
PLASTER
COLUMNS
TO REMAIN
(E) STUCCO TO REMAIN
(E) SLOPE FACED GUTTER
TO BE REMOVED
(E) WINDOW TO BE REPLACED
(E) WINDOW TO BE REMOVED
SEE PORCH
ELEV. 1
430.28'
(E) PLATE
422.20'
(E) MAIN F.F.
435.91'
(E) RIDGE
FRONT ELEVATION - DEMO CALCULATIONS
TOTAL FRONT ELEVATION AREA =
TOTAL PORCH ELEVATION 1 AREA =
TOTAL FRONT EXISTING AREA =
DEMO FRONT ELEVATION AREA =
DEMO PORCH ELEVATION 1 AREA =
TOTAL DEMO AREA =
290 SF
75 SF
365 SF
7 SF
28 SF
35 SF = 9.6%
31 sq ft
493 sq ft
410 sq ft
8 sq ft
REMODEL & ADDITION EXISTING
(E) STUCCO RECESS
TO REMAIN
(E) TURNED PLASTER
COLUMN TO REMAIN
(E) CROWN MOLDING TO REMAIN
(E) TRELLIS TO BE REMOVED
(E) ROOF TO BE REMOVED
SEE PORCH ELEV. 2SEE PORCH ELEV. 2
SEE LEFT ELEV. 1
LEFT ELEVATION - DEMO CALCULATIONS
TOTAL LEFT ELEVATION AREA =
TOTAL PORCH ELEVATION 2 AREA =
TOTAL LEFT ELEV 1 AREA =
TOTAL LEFT EXISTING AREA =
DEMO LEFT ELEVATION AREA =
DEMO PORCH ELEVATION 2 AREA =
DEMO LEFT ELEV 1 AREA =
TOTAL DEMO AREA =
524 SF
87 SF
18 SF
629 SF
418 SF
0 SF
18 SF
436 SF
430.28'
(E) PLATE
422.20'
(E) MAIN F.F.
435.91'
(E) RIDGE
378 sq ft
REMODEL & ADDITION
(E) ROOF TO BE REMOVED
REAR ELEVATION - DEMO CALCULATIONS
TOTAL REAR ELEVATION AREA =
TOTAL PORCH ELEVATION 3 AREA=
TOTAL REAR EXISTING AREA =
DEMO REAR ELEVATION AREA =
DEMO PORCH ELEVATION 3 AREA =
DEMO TOTAL REAR ELEVATION =
378 SF
26 SF
404 SF
378 SF
0 SF
378 SF
430.28'
(E) PLATE
422.20'
(E) MAIN F.F.
435.91'
(E) RIDGE
602 sq ft
2 sq ft
20 sq ft 6 sq ft
62 sq ft
EXISTING DEMO
(E) CHIMNEY TO REMAIN
(E) TRELLIS TO
BE REMOVED
(E) CROWN MOLDING
TO REMAIN
(E) SLOPE FACED GUTTER
TO BE REMOVED
LAUNDRY CLOSET ADDITION
- POST 1941
RIGHT ELEVATION - DEMO CALCULATIONS
TOTAL RIGHT ELEVATION AREA =
DEMO RIGHT ELEVATION AREA =
602 SF
90 SF
430.28'
(E) PLATE
422.20'
(E) MAIN F.F.
435.91'
(E) RIDGE
75 sq ft
28 sq ft8'-1"END OF EXTERIOR WALL
430.28'
(E) PLATE
422.20'
(E) MAIN F.F.
87 sq ft
8'-1"430.28'
(E) PLATE
422.20'
(E) MAIN F.F.
26 sq ft8'-1"EDGE OF
EXTERIOR
WALL
430.28'
(E) PLATE
422.20'
(E) MAIN F.F.
18 sq ft
8'-1"430.28'
(E) PLATE
422.20'
(E) MAIN F.F.
SCALE: 1/4" = 1'-0"
AS-BUILT/DEMO FRONT ELEVATION
SCALE: 1/4" = 1'-0"
AS-BUILT/DEMO LEFT ELEVATION
SCALE: 1/4" = 1'-0"
AS-BUILT/DEMO REAR ELEVATION
SCALE: 1/4" = 1'-0"
AS-BUILT/DEMO RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
PORCH ELEVATION 1
SCALE: 1/4" = 1'-0"
PORCH ELEVATION 2
SCALE: 1/4" = 1'-0"
PORCH ELEVATION 3
SCALE: 1/4" = 1'-0"
LEFT ELEV 1
DEMOLITION CALCULATIONS
TOTAL FRONT ELEVATION AREA=
TOTAL LEFT ELEVATION AREA=
TOTAL REAR ELEVATION AREA=
TOTAL RIGHT ELEVATION AREA=
TOTAL ALL ELEVATION AREA=
DEMO FRONT ELEVATION AREA=
DEMO LEFT ELEVATION AREA=
DEMO REAR ELEVATION AREA=
DEMO RIGHT ELEVATION AREA=
DEMO ALL ELEVATION AREA=
365 SF
629 SF
404 SF
602 SF
2,000 SF
35 SF
436 SF
378 SF
90 SF
939 SF
46.9%
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-7
07/05/23
-12
PROPOSED
MAIN &
LOWER
FLOOR PLAN
09/25/23A.
RANGE
F
8'-0"7'-91/2"26'-21/2"12'-0"34'-1/2"
2'-6"
3'-2"50'-4" +/-6'-31/4"56'-71/4"BA-11 BA-11
CA-11 CA-11
EXISTING WOOD
BURNING FIREPLACE
NEW GAS FIREPLACE
NEW GAS FIREPLACE
(N) FAMILY ROOM
(N) DINING
(N) KITCHEN
(N) FOYER
(N) GUEST BEDROOM
UP
DN
(E) OFFICE
(N)
LANDING
(N)
GUEST
BATH
COVERED LOGGIA
(E) COVERED
PORCH
(N)
HALF
BATH(LIGHTWELL BELOW)(LIGHTWELL BELOW)(N) BBQ
AREA
AA-11
AA-11
34'-1/2"7'-51/4"8'-4"15'-43/4"10'-10"3'-0"2'-51/2"
3'-21/2"
28'-41/2"3'-0"30'-4"11'-8"UP
(N) BEDROOM 4
(N) BATH 4
(N) BATH 5
LANDING
(N) GAME ROOM
LIGHT-
WELL
LIGHT-
WELL
(N) W.I.C.
MECH.W/D(N) BEDROOM 4
(N) BEDROOM 5
BA-11 BA-11
CA-11 CA-11
AA-11
AA-11
SCALE: 1/4" = 1'-0"
PROPOSED MAIN FLOOR PLAN
SCALE: 1/4" = 1'-0"
PROPOSED LOWER FLOOR PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-8
07/05/23
-13
PROPOSED
SECOND
FLOOR PLAN
& ROOF
PLAN
09/25/23A.
W DR
N
BA-11 BA-11
CA-11 CA-118'-3"25'-91/4"3'-0"6"
18'-8"12'-101/2"38'-61/4"6'-0"1'-6"DN
(N) BEDROOM 2
(N) PRIMARY SUITE
(N) PRIMARY
BATH
(N) W.I.C.
(N) BATH 2
(N) LANDING LINEN(N) BALCONY
(N) LAUNDRY
(N) W.I.C.
AA-11
AA-11
N
BA-11 BA-11
CA-11 CA-11
EXISTINGNEWPARAPET W/ CAP
PVC MEMBRANE ROOF
PVC MEMBRANE
ROOF
(N) PVC MEMBRANE ROOF
2-PIECE CLAY BARREL TILE ROOF
O/ EXISITNG FRAMING
2-PIECE CLAY BARREL
TILE ROOF
NEW HALF ROUND
COPPER GUTTERS
(N) CAP @ EXISTING PARAPET
NEW CHIMNEY CAP
NEW CHIMNEY CAP
NEW FIXED SKYLIGHT
(E) LOW SLOPE ROOF
LOW SLOPE ROOF TILED BALCONY
LOW SLOPE ROOF
HIPHIPHIPVALLEYVALLEY5/125/12RIDGEVALLEY5/12RIDGERIDGE
VALLEY5/12
5/12
AA-11
AA-11
PROPOSED DEC.
CHIMNEY CAP
NEW FIXED SKYLIGHT5/125/125/125/125/125/12
5/125/12SCALE: 1/4" = 1'-0"
PROPOSED SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
PROPOSED ROOF PLAN
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-9
07/05/23
-14
PROPOSED
FRONT &
LEFT
ELEVATIONS
09/25/23A.
07/05/23
09/25/23A.
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-10
07/05/23
-15
PROPOSED
REAR &
RIGHT
ELEVATIONS
09/25/23A.
07/05/23
09/25/23A.
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-11
07/05/23
-16
CROSS
SECTIONS
09/25/23A.
411.62'
LOWER FLOOR
411.62'
LOWER FLOOR
422.20'
MAIN FLOOR
422.20'
MAIN FLOOR
431.37'
SECOND FLOOR
431.37'
SECOND FLOOR
8'-1"8'-1"25'-9"22'-21/4"(E) OFFICECORRIDORFAMILY ROOM
CORRIDORPRIMARY SUITE
COVERED LOGGIA
BALCONY
439.45'
PLATE
430.28'
PLATE
443.78'
PLATE
439.45'
PLATE
430.28'
PLATE
443.78'
PLATE
411.62'
PLATE
411.62'
PLATE
30' HEIGHT LIMIT
GAME ROOM BATH 5
411.62'
LOWER FLOOR
411.62'
LOWER FLOOR
422.20'
MAIN FLOOR
422.20'
MAIN FLOOR
431.37'
SECOND FLOOR
431.37'
SECOND FLOOR
8'-1"8'-1"9'-6"(N) GAME ROOM (N) BATH 4 (N) W.I.C.
(N) FAMILY ROOM (N) DINING ROOM
(N) PRIMARY SUITE (N) BEDROOM 2
439.45'
PLATE
430.28'
PLATE
443.78'
PLATE
439.45'
PLATE
430.28'
PLATE
443.78'
PLATE
411.62'
LOWER FLOOR
411.62'
LOWER FLOOR
422.20'
MAIN FLOOR
422.20'
MAIN FLOOR
431.37'
SECOND FLOOR
431.37'
SECOND FLOOR
(E) OFFICE
439.45'
PLATE
430.28'
PLATE
443.78'
PLATE
439.45'
PLATE
430.28'
PLATE
443.78'
PLATE
STAIRWELL
STAIRWELL
BEDROOM 5
LANDING
LANDING
W.I.C.
LANDING
SCALE: 1/4" = 1'-0"
SECTION A-A
SCALE: 1/4" = 1'-0"
SECTION B-B
SCALE: 1/4" = 1'-0"
SECTION C-C
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-12
07/05/23
-17
GARAGE
PLANS
09/25/23A.22'-0"22'-0"11'-0"2'-0"20'-0"22'-0"11'-0"
33'-0"
DA-12 DA-12
20' X 20' CLEAR PARKING AREA
2-CAR GARAGE WORKSHOP
POOL EQUIP.
N
DA-12 DA-12
2-PIECE CLAY BARREL
TILE ROOF
HALF ROUND
COPPER GUTTERS
VALLEYVALLEYRIDGERIDGE
5/125/125/12
5/125/129'-1"14'-2" 422.20'
GARAGE F.F.
430.28'
PLATE 431.08'
430.28'
PLATE 431.08'9'-1"14'-2"422.20'
GARAGE F.F.
430.28'
PLATE 431.08'
430.28'
PLATE 431.08'9'-1"14'-2"430.28'
GARAGE F.F. 422.00'
430.28'
PLATE 431.08'
430.28'
PLATE 431.08'9'-1"14'-2"422.20'
GARAGE F.F.
430.28'
PLATE 431.08'
430.28'
PLATE 431.08'9'-1"14'-2"430.28'
GARAGE F.F. 422.00'
430.28'
PLATE 431.08'
430.28'
PLATE 431.08'
(N) 2-CAR GARAGE(N) WORKSHOP
SCALE: 1/4" = 1'-0"
GARAGE FLOOR PLAN
SCALE: 1/4" = 1'-0"
GARAGE ROOF PLAN
SCALE: 1/4" = 1'-0"
GARAGE FRONT ELEVATION
SCALE: 1/4" = 1'-0"
GARAGE LEFT ELEVATION
SCALE: 1/4" = 1'-0"
GARAGE REAR ELEVATION
SCALE: 1/4" = 1'-0"
GARAGE RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
SECTION D-D
* SEE FINISHES AND MATERIALS ON THE MAIN RESIDENCE ELEVATION SHEETS.
OF
REVISIONS
DATE:
SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TAN ADDITION & REMODEL FOR:THE JELLINEK RESIDENCE323 PENNSYLVANIA AVENUE LOS GATOS, CAAS SHOWN
A-13
07/05/23
-18
SHADOW
STUDIES
09/25/23A.S40° 48' 58"W150.10S49° 10' 19"E 59.95N40° 47' 47"E150.10S49° 10' 19"E 60.00
S40° 48' 58"W150.10S49° 10' 19"E 59.95N40° 47' 47"E150.10S49° 10' 19"E 60.00
S40° 48' 58"W150.10S49° 10' 19"E 59.95N40° 47' 47"E150.10S49° 10' 19"E 60.00
S40° 48' 58"W150.10S49° 10' 19"E 59.95N40° 47' 47"E150.10S49° 10' 19"E 60.00
S40° 48' 58"W150.10S49° 10' 19"E 59.95N40° 47' 47"E150.10S49° 10' 19"E 60.00
S40° 48' 58"W150.10S49° 10' 19"E 59.95N40° 47' 47"E150.10S49° 10' 19"E 60.00
June 21 @9:00am June 21 @12pm June 21 @3:00pm
December 21 @ 9:00am December 21 @ 12:00pm December 21 @ 3:00pm
1" = 20'-0"