HomeMy WebLinkAboutItem 1 Resolutio No. 1961 - 501 N Santa Anita AveDATE: April 12, 2016
TO: Honorable Chairman and Planning Commission
FROM: Jim Kasama, Community Development Administrator
By: Jordan Chamberlin, Assistant Planner
SUBJECT: RESOLUTION NO. 1961 – APPROVING MODIFICATION APPLICATION
NO. MP 16-04, REVISIONS TO PREVIOUSLY APPROVED MULTIPLE-
FAMILY ARCHITECTURAL DESIGN REVIEW NO. MFADR 14-09, AND
EXTENSION REQUESTS FOR THE PREVIOUSLY APPROVED ZONE
VARIANCE NO. ZV 15-02, MODIFICATION NO. MP 14-17, AND OAK
TREE ENCROACHMENT PERMIT NO. TRE 14-30, WITH A
CATEGORICAL EXEMPTION UNDER THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) FOR A 20-UNIT
RESIDENTIAL CONDOMINIUM DEVELOPMENT AT 501 N. SANTA
ANITA AVENUE
Recommendation: Approve and Adopt Resolution No. 1961
SUMMARY
The property owner/applicant, Mr. James Li, has submitted applications to revise the
architectural design of a previously approved 20-unit, two-story, Contemporary-style,
townhouse condominium development project. At its October 13, 2015, meeting, the
Planning Commission adopted Resolution No. 1947 (Attachment No. 1) to conditionally
approved Tentative Tract Map No. TTM 14-03 (73106), Zone Variance No. ZV 15-02,
Modification No. MP 14-17, Oak Tree Encroachment Permit No. TRE 14-30, and
Architectural Design Review No. MFADR 14-09. Shortly after the approval, the previous
applicant sold the property and entitlements to Mr. Li who wishes to revise the design,
and is requesting approval of the following:
• Revisions to the previously approved Multiple-Family Architectural Design
Review No. MFADR 14-09;
• Modification Application No. MP 16-04 for setback and height modifications for a
new wall and fence along Colorado Boulevard; and
• Extension requests for the previously approved Zone Variance No. ZV 15-02 for
20 units in lieu of the minimum 23 required; Modification No. MP 14-17 for
various Zoning Code adjustments; and Oak Tree Permit No. TRE 14-30 to
encroach upon one oak tree.
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 2 of 16
The proposed development qualifies for a Categorical Exemption as an in-fill
development project under the California Environmental Quality Act (CEQA). It is
recommended that the Planning Commission conditionally approve the applications and
adopt Resolution No. 1961 (Attachment No. 2) to approve MP 16-04, revisions to
MFADR 14-09, and extensions for ZV 15-02, MP 14-17, and TRE 14-30, with a CEQA
exemption, subject to the conditions listed in this staff report.
BACKGROUND
The subject property is approximately 45,824 square feet (1.05 acres) in area and is
zoned R-3, High Density Multiple-Family Residential. The lot is currently developed with
a church that was constructed in 1953 - refer to Attachment No. 3 for an Aerial photo
with Zoning Information and Photos of the Subject Property and Vicinity.
The western portion of the site (the back half of the property) has a Public Utility
Easement (PUE) on it that the City retained when a portion of Windsor Drive and
Cornell Drive were vacated in 1953 for street realignment purposes. The vacated land
was deeded to the adjacent property owner (the church site) and consolidated. The
PUE is for all variety of public utilities; sanitary sewer, water, storm drains, electrical,
gas, etc. There is also a 15’-0” storm drain easement along a portion of the north
property line between Santa Anita Avenue and Windsor Road.
At its October 13, 2015, meeting, the Planning Commission voted 4-1 to conditionally
approve the construction of 20 residential condominium units in six, two-story,
Contemporary style, townhome buildings (see Resolution No. 1947 - Attachment No. 1).
The proposal included several entitlements, including: a Tentative Tract Map to
subdivide the airspace, a Zone Variance to allow 20 dwelling units in lieu of the
minimum 23 units required, Multiple-Family Architectural Design Review, an Oak Tree
Encroachment Permit to allow building walls, perimeter garden walls, walkways, and
landscaping within the protected area of one oak tree located adjacent to N. Santa Anita
Avenue, and the following Zoning Modifications:
Front yard setback along Santa Anita Avenue (first and second story):
• 15’-0” in lieu of the 25’-0” required.
Street side yard setback along Colorado Boulevard:
• A 7’-7” to 21’-9” encroachment into the 75’-0” special setback along this portion
of Colorado Boulevard;
• A 10’-1” to 21’-9” building setback instead of the 25’-0” street side yard
requirement;
• To allow three air conditioning units to be located in the required street side yard
setback for units 2, 3, and 11 (The revised plans have units 2 & 3 as units 1 & 2,
and the location of the air conditioning unit for unit 11, which is now unit 13, has
been revised to no longer require a modification); and
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 3 of 16
• To allow one of the buildings to be 219’-0” in length in lieu of the 165’-0”
maximum.
Street side yard and front yard setbacks, and fence height along Colorado Boulevard for
incidental structures:
• A 7’-7” street side yard setback and 9’-0” front yard setback for an open stairwell
and ADA chair lift adjacent to Colorado Boulevard in lieu of the 25’-0” required
(the revised plans have replaced the chair lift with an ADA ramp); and
• To allow 80’-0” of fencing adjacent to the property line to exceed 6’-0” in height
with a maximum height of 8’-0” measured from the lowest adjacent grade.
Interior side yard setback along Windsor Road and Cornell Drive:
• To allow 85’-0” of fencing adjacent to the northerly interior side property line to
exceed 6’-0” in height with a maximum height of 11’-6” measured from the lowest
adjacent grade.
As a part of the approval, the applicant made arrangements to obtain a portion of the
City’s right-of-way along Colorado Boulevard to facilitate disabled accessibility between
the subject site and the public sidewalk. The requested right-of-way area is unusable for
public street purposes, but can be used for utilities. Therefore, the City will retain a
public utility easement over the entire vacated portion. The Planning Commission found
the proposed right-of-way vacation of portions of Colorado Boulevard to be consistent
Figure 1. Image of the N. Santa Anita Avenue elevation for the previously approved design.
Figure 2. Image of the Colorado Boulevard elevation for the previously approved design.
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 4 of 16
with the City’s General Plan goals and policies, and a recommendation of approval is to
be forwarded to the City Council. As a condition of approval, the applicant/property
owner was required to enter in an agreement with the City and post security to construct
a new sidewalk, retaining wall, and other associated elements along Colorado
Boulevard.
As for the public utility easement on the back-half of the property it will be quitclaimed to
the property owner, but with new easements granted to the utility companies for their
specific utility purposes.
Lastly, a portion of the existing storm drain easement adjacent to the north property line,
between Santa Anita Avenue and Windsor Road, will be reduced in width by five feet
and a new easement adjacent to Windsor Road is to be granted to the City that
connects directly to the existing storm drain easement at the back half of the property.
With these adjustments, the lot area increases from 45,824 square feet to 51,462
square feet (1.18 acres).
PROPOSAL
On October 28, 2015, the previous property owner sold the property and the
entitlements to Mr. James Li, due to the off-site improvements being a more significant
undertaking than previously anticipated. The new property owner believes the
requested architectural changes will make the development more marketable and has
applied to revise the design approved by Multiple-Family Architectural Design Review
No. MFADR 14-09. The revised proposal also includes height and setback modification
requests for a new wall and fence along Colorado Boulevard. The conditions of
approval for the applications that were approved by the Planning Commission in
October 2015, are to remain applicable, but will be amended to address the revised
architecture, new wall, and additional oak tree information - see Resolution No. 1961
(Attachment No. 2).
Architectural Design
The proposed architectural style remains Contemporary, but changes are proposed for
the floor plans, elevations, roof plan, landscape plan, and the colors and materials. The
project maintains the same setbacks that were previously approved by the Planning
Commission, but portions of the layout, including building articulation are to be revised
to be consistent with the architectural changes. Each two story unit will have at least
three bedrooms and two and a half bathrooms, and will range from approximately 1,512
to 2,340 square feet of living area. The total building area of the project will be
approximately 1,461 square feet less than the original proposal. The new buildings will
have a maximum height of 28’-6”, which is similar to the previously approved design. All
units will have the minimum requirement of 100 square feet a private outdoor area.
Four units will face N. Santa Anita Avenue, seven units will face Colorado Boulevard,
three units will face Windsor Road or Cornell Drive, and six units will face the north
interior side property line. The revised design reconfigured one unit adjacent to Windsor
Road to face the north interior side property line rather than the street. Vehicular access
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 5 of 16
to the site is provided from Santa Anita Avenue through Newman Avenue, and then
south to Windsor Road and Cornell Drive. There will be 50 on-site parking spaces,
which meets the parking requirement. Of the 50 parking spaces provided, 38 will be
semi-subterranean (30 garage spaces and eight guest parking spaces) and 12 will be
surface parking (10 garage spaces and two guest parking spaces).
Modifications for Wall and Fence Height
The applicant is requesting approval of additional Zoning Modifications to allow 397’-0”
of wall and fencing adjacent to the street side property line along Colorado Boulevard to
exceed 6’-0” in height with a maximum height of 18’-5” measured from the lowest
adjacent grade of the Colorado Boulevard right-of-way, and for portions of the wall and
Figure 3. Image of the N. Santa Anita Avenue elevation for the revised design.
Figure 4. Image of the Colorado Boulevard elevation for revised design.
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 6 of 16
fencing to be located less than 18” from the street side property line along Colorado
Boulevard. The maximum height of 18’-5” will be comprised of a 13’-11” tall concrete
retaining wall and a 4’-6” high wrought-iron guard rail/fence.
Extension Requests
The applicant is also requesting approval of extensions for the previously approved
Zone Variance No. ZV 15-02 to allow 20 units in lieu of the minimum 23 required,
Modification No. MP 14-17 for the aforementioned Zoning Code adjustments, and Oak
Tree Encroachment Permit No. TRE 14-30 to encroach upon one oak tree, but with
revisions.
ANALYSIS
Architectural Style
The Planning Commission is to approve, conditionally approve, or deny the revisions to
the architectural design of the project. The revised architectural style of the
development is described as Contemporary – see the above images and Attachment
No. 4 for the revised Architectural Plans. The design is well conceived. The units facing
N. Santa Anita Avenue and Colorado Boulevard will enhance the streetscape of this
prominent corner. Metal-framed windows, a combination of flat and hipped roofs with
brown metal standing-seam roofing, and thoughtfully placed architectural projections
and balconies exemplify the Contemporary style. The majority of the parking is semi-
subterranean and behind the buildings so that the architecture is the focus of the
development as viewed from N. Santa Anita Avenue and Colorado Boulevard.
Staff finds the massing, scale, quality of the design, and the landscaping to be
consistent or superior to that of other developments in the area; however, staff has
concerns with the proposed stone and stucco colors. The above images do not
accurately depict the colors of the stone and stucco. Staff will have samples at the
meeting. Staff feels that the colors of the stone and stucco give the proposal an
industrial appearance that is inconsistent with the City’s Multiple-Family Residential
Design Guidelines, and recommends as a condition of approval that the stone and/or
stucco colors be revised to provide a residential appearance. The changes shall be
subject to the Development Services Director, or designees, review and approval.
Modifications
The applicant is requesting approval of modifications to allow 397’-0” of wall and fencing
adjacent to the street side property line along Colorado Boulevard to exceed 6’-0” in
height with a maximum height of 18’-5” measured from the lowest adjacent grade along
Colorado Boulevard. The maximum height of 18’-5” will be comprised of a 13’-11” tall
concrete retaining wall and a 4’-6” high wrought-iron guard rail/fence.
Colorado Boulevard descends underneath a bridge for the light-rail line west of N. Santa
Anita Avenue. The subject property remains at the same elevation. This creates a grade
difference between the street and the subject property. Currently there is a sloped
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 7 of 16
concrete embankment, a portion of which failed during a recent storm. As a part of the
project approval, the previous property owner made arrangements to obtain a portion of
the City’s right-of-way along Colorado Boulevard, including the concrete slope, and
construct a 5’-0” wide public sidewalk. The previous property owner planned on
installing tree wells into the slope and planting vines on the slope to screen and
enhance its appearance.
The new property owner is proposing to remove the concrete embankment and
construct a vertical retaining wall of varying heights with a 4’-6” tall wrought iron guard
rail/fence on top. The Building Code requires that a minimum 3’-6” high safety railing be
provided when the difference between grade levels is greater than 30-inches. The
proposed 4’-6” fence height is for additional safety. The combined height of the wall and
fence ranges from 6’-0” towards the easterly portion of the site to 18’-5” at the westerly
end of the site adjacent to the light-rail right-of-way. A 5’-0” wide planter area is
proposed next to the wall with Yew Pine shrubs to screen the wall. The proposed wall
and fence will not adversely impact the streetscape since it will be screened with
landscaping. As a condition of approval, staff recommends extending the proposed
planting area along Colorado Boulevard an additional 65’-0” to the east to provide
additional screening of the wall (i.e., a portion of the unscreened portion in the image
below). There will be adequate space to also provide a 5’-0” wide public sidewalk along
the entire Colorado Boulevard side of the site.
The applicant is also requesting approval to allow 138’-0” of the wall and fence to be
located less than 18” from the street side property line along Colorado Boulevard. On
the subject property along Colorado Boulevard there are existing underground utilities
that would be very costly to relocate. The proposed location of the wall allows the
existing utilities to remain in their current locations. The reduced setback will have no
impact to the streetscape.
Figure 5. Image of the proposed new wall, fence, and landscaping along Colorado Boulevard.
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 8 of 16
Extension Requests
At its October 13, 2015 meeting, the Planning Commission voted 4-1 to conditionally
approve the construction of a 20-unit, residential condominium development. The
proposal included the following entitlements: Tentative Tract Map No. TTM 14-03
(73106), Zone Variance No. ZV 15-02; Zoning Modification No. MP 14-07; Oak Tree
Encroachment Permit No. TRE 14-30; and Multiple-Family Architectural Design Review
No. MFADR 14-09. The approvals of the Zone Variance, Modification, Oak Tree
Encroachment Permit, and Architectural Design Review expire on October 24, 2016.
The Tentative Tract Map expires on October 24, 2017.
The architect, Mr. Jonathan Kelly of Tyler Gonzalez Architects, Inc., on behalf of the
owner, filed extension requests for the Zone Variance, Modifications, and Oak Tree
Encroachment Permit on March 11, 2016, citing that the property owner requested a
redesign, which forestalled the preparing construction plans for submittal to Building
Services for plan-check – refer to Attachment No. 5 for the extension request letters.
The Zone Variance, Modifications, and Oak Tree Encroachment are still necessary for
the revised project.
Oak Tree Encroachment
Mr. Kelly submitted an addendum to the previous Arborist Reports prepared by Carlberg
Associates – refer to Attachment No. 6 for the Oak Tree Report and Addenda. The
Certified Arborist, Ms. Christy Cuba determined that the minor changes made to the site
plan will have slightly less impacts to the root zone of the Coast Live Oak tree because
there will be less excavation. A walkway from the semi-subterranean parking area to the
street level will remain, but a semi-subterranean parking space is to be relocated.
However, there will be similar or slightly greater impacts to the outer canopy due to a
building (Unit No. 10) being in place of the relocated semi-subterranean parking space,
and located closer to the tree than with the previous design. With additional protective
measures, however, the arborist does not anticipate that the increased encroachment
will cause significant or detrimental impacts. These additional protective measures are
to be included as conditions of approval.
Staff recommends extending the approvals for Zone Variance No. ZV 15-02, Zoning
Modification No. MP 14-07, and Oak Tree Encroachment Permit No TRE 14-30 for one
year to October 24, 2017 to coincide with the expiration of the Tentative Tract Map. It
should be noted that if the revisions to the Multiple-Family Architectural Design Review
are approved, the new expiration date will be April 21, 2017. If the property owner is not
able to submit construction plans to Building Services for plan check by April 21, 2017,
the property owner may request an extension.
The proposed development, with conditional approval of the Zone Variance, Oak Tree
Encroachment, and the Zoning Modifications, will be consistent with the City’s General
Plan, Multiple-Family Residential Design Guidelines, and the City’s Zoning Code. The
proposed plans have been reviewed by the various City Departments and all City
requirements shall be complied with to the satisfaction of the Building Official, City
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 9 of 16
Engineer, Community Development Administrator, Fire Marshal, and Public Works
Services Director, or their respective designees.
FINDINGS
Architectural Design Review
The proposed Contemporary style architecture, its massing, scale, and quality of
design, and the proposed landscaping will match or exceed the design characteristics
and quality of the other developments in the area with the condition of approval that the
stone and/or stucco color(s) be revised to provide a residential appearance that is
consistent with the City’s Multiple-Family Residential Design Guidelines.
Modifications
Section 9292.1.4 of the Arcadia Municipal Code states that the purpose of the
Modification procedures is for the following:
1. Secure an appropriate improvement of a lot;
2. Prevent an unreasonable hardship; or
3. Promote uniformity of development.
The requested Modifications will allow the site to be developed in a manner similar to
other R-3 zoned properties and will prevent an unreasonable hardship due to the
significant grade difference between the subject property and Colorado Boulevard, and
the various utilities that are located on the subject site along Colorado Boulevard. The
Modifications will also secure appropriate improvements that will enhance the Colorado
Boulevard streetscape and be compatible with the neighboring commercial and
residential properties.
Extension Requests
An extension can only be granted if it is determined that the findings for the approval are
still valid and the extension request is justifiable. Staff finds that all the original findings
and conditions of approval for Zone Variance No. ZV 15-02, Zoning Modification No. MP
14-07, and Oak Tree Encroachment Permit No. TRE 14-30 remain valid and are still an
integral part of the revised proposal.
ENVIRONMENTAL ASSESSMENT
For the previously approved project, an Initial Study was prepared to analyze its
potential environmental impacts (refer to Attachment No. 7). In particular, the potential
impacts associated with the adjacent light-rail right-of-way. The Initial Study determined
that there are no significant impacts, and that the project is an infill development project
that qualifies as a Class 32 Categorical Exemption per the provisions of the California
Environmental Quality Act (CEQA) pursuant to Section 15332 of the CEQA Guidelines.
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 10 of 16
For the revised proposal, there are no changes that would create any significant
environmental impacts. The proposed project still qualifies as a Class 32 Categorical
Exemption for an infill development under the requirements of the California
Environmental Quality Act (CEQA) per Section 15332 of the CEQA Guidelines. Refer to
Attachment No. 8 for the Preliminary Exemption Assessment.
PUBLIC COMMENTS/NOTICE
Public hearing notices for this item were
mailed on March 31, 2016, to the property
owners and tenants of those properties that
are located within 300 feet of the subject
property – see Figure 6. As of April 8, 2016,
staff had not received any comments from the
neighboring residents.
The architects and property owner met with
some of the neighboring property owners and residents on April 7, 2016, to go over the
project and hear of any concerns they might have regarding the proposed development.
Some of the neighbors were concerned that the proposed project would negatively
impact the amount of street parking available and increase congestion in the area since
the neighborhood has only one point of ingress and egress from N. Santa Anita Avenue.
Concerns were also raised regarding the proposed architectural style (e.g., looks like a
dormitory) and potential impacts from the construction activity.
RECOMMENDATION
It is recommended that the Planning Commission adopt Resolution No. 1961 for
approval of Modification No. MP 16-04, revisions to Multiple-Family Architectural Design
Review No. MFADR 14-09, and extensions for Zone Variance No. ZV 15-02,
Modification No. MP 14-17, and Oak Tree Encroachment Permit No. TRE 14-30, based
on the aforementioned findings, including that the project is Categorically Exempt from
the California Environmental Quality Act (CEQA), that the proposed right-of-way
vacation of portions of Colorado Boulevard is consistent with the City’s General Plan
goals and policies so as to recommend approval to the City Council, and subject to the
following conditions:
1. The project shall be developed and maintained by the applicant/property owner
in a manner that is consistent with the plans submitted and conditionally
approved for TTM 14-03 (73106), ZV 15-02, MP 14-17, MP 16-04 as revised to
extend the landscaping, TRE 14-30, and MFADR 14-09 as revised, subject to the
approval of the Development Services Director or designee, including the stone
and stucco color(s).
2. The project shall be developed and maintained by the applicant/property owner
in compliance with all of the recommended tree protection measures listed in the
Oak Tree Report and Addenda prepared for this project.
Figure 6. Notification Area Map
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 11 of 16
3. The applicant/property owner shall be required to pay a $100 Map fee and $25
Final Map Approval fee prior to the approval of the Tract Map.
4. Prior to approval of the Tract Map or issuance of a building permit, the
applicant/property owner shall either construct or post security for all public
improvements to be shown on the Tentative Map:
a. The applicant/property owner shall install new street trees to be shown on
the Grading Plan located in the parkways along Santa Anita Avenue and
Colorado Boulevard per the City of Arcadia Street Tree Master Plan.
b. The applicant/property owner shall construct a new ADA curb ramp at the
corner of Santa Anita Avenue and Colorado Boulevard.
c. The applicant/property owner shall remove and replace the sidewalk along
Santa Anita Avenue from property line to property line.
d. The applicant/property owner shall remove and replace the curb and gutter
from property line to property line along Colorado Boulevard, Cornell Drive,
Windsor Road, and Santa Anita Avenue.
e. The applicant/property owner shall construct new driveway approaches per
the City of Arcadia standard.
f. The applicant/property owner shall construct a new inlet structure and
underground piped storm water system to capture and convey the runoff
from the alley to the north of the site to outlet at an approved drainage
device, subject to the approval of the City Engineer.
5. Prior to the issuance of a building permit or the recordation of the final map,
whichever comes first, the applicant/property owner shall make application to the
City and pay all fees determined by the City to be necessary to vacate a portion
of Colorado Boulevard in conformance with the site plan and the tentative map.
The City shall retain a public utility easement over the entire vacated portion of
the street. Prior to the City proceeding with the street vacation, the developer
shall enter into an agreement in a form and substance approved by the Assistant
City Manager/Development Services Director and the City Attorney or their
designees, and post security in an amount determined by the Assistant City
Manager/Development Services Director or designee, for the construction of a
sidewalk, retaining wall, and all associated elements along Colorado Boulevard
at the proposed property line. The improvements must be completed in the time
required by the Agreement, regardless of the developer’s project proceeding.
6. The applicant/property owner shall submit a Grading Plan prepared by a
registered civil engineer subject to the approval of the City Engineer prior to
issuance of a building permit.
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 12 of 16
7. The applicant/property owner shall grant the City of Arcadia 5’-0” easements
along Santa Anita Avenue and Cornell Drive for Street and Highway Purposes.
8. The applicant/property owner shall grant the City of Arcadia a corner cutback
dedication at the corner of Santa Anita Avenue and Colorado Boulevard. The
dedication shall be sufficient in size to accommodate a standard ADA curb ramp.
9. Prior to issuance of grading permit, the applicant/property owner shall complete
the following:
a. Grant Southern California Edison Co. and any other appropriate entities
easement(s) for their respective on-site facilities by separate documents.
b. Grant the City of Arcadia, easement(s) for Public Utilities for any sewer,
water, and/or storm drain facilities, subject to the satisfaction of the City
Engineer.
c. Provide proof that all affected utility companies have accepted and are
satisfied with the new easements and that they approve of the City of
Arcadia’s quitclaim of the existing Public Utility Easement.
d. Request the City of Arcadia to quitclaim the existing Public Utility Easement
either on the Final Map or by a separate document. The quitclaim must be
approved prior to issuance of a grading permit.
10. The applicant/property owner shall submit a Standard Urban Stormwater
Mitigation Plan (SUSMP) subject to the approval of the City Engineer prior to the
issuance of a building permit.
11. Prior to the approval of the Final Map the applicant/property owner shall submit
to the City Engineer for approval a separate demolition and erosion control plan
prepared by a registered civil engineer, and all existing structures shall be
demolished prior to approval of the Final Map.
12. Prior to the issuance of a building permit, the applicant/property owner shall
design and relocate the existing sewer main on Cornell Drive and the subject
property as necessary to accommodate the proposed development. The design
of the affected portions of the sewer main shall include, but not be limited to the
relocation of manholes 507MH047 and 507MH049, and the addition of two new
manholes and sewer mainline piping.
13. Access to a new manhole on the subject property shall be provided for routine
maintenance of the sewer main. The access shall be unrestricted in its height,
minimum 12-feet in width, and capable of supporting H20 vehicle loading.
14. Access to manhole 507MH051 shall be provided from Colorado Boulevard.
Access shall be a minimum 4’ wide. A gate must be capable of being opened by
City personnel with use of a City key, or by providing a lockbox.
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 13 of 16
15. Prior to the issuance of a building permit, the Developer/Owner shall remove and
replace the existing 36” x 22” CMP storm drain from Windsor Road to Santa
Anita Avenue with a new storm drain capable of conveying a comparable flow
volume and flow rate as the existing drain. Design of the replacement drain shall
be subject to the approval of the City Engineer.
16. Prior to the issuance of a building permit, the Developer/Owner shall design and
construct a new storm drain capable of conveying flow from the alley south of
Newman Avenue, between Windsor Road and Santa Anita Avenue to Cornell
Drive and then to existing storm drains at either Colorado Boulevard or Santa
Anita Avenue.
17. If it is determined by the Fire Marshal that a common fire suppression system
(NFPA-13) is required to provide fire protection for the development, the fire
service shall be served by a separate fire service with Double Check Detector
Assembly (DCDA).
18. The applicant/property owner shall comply with the General Construction NPDES
Permit. Submit a Notice of Intent (NOI) and pay applicable fees to the State
Water Resources Control Board.
19. The applicant/property owner shall prepare a Storm Water Pollution Prevention
Plan (SWPPP) as part of the General Construction Permit requirements.
20. A Waste Discharge Identification (WDID) number shall be issued by the State
prior to the approval of any grading plans.
21. The proposed development will require a Standard Urban Stormwater Mitigation
Plan (SUSMP) if there will be the creation, addition, or replacement of 5,000
square feet or more of impermeable surface area. The applicant/property owner
shall comply with the SUSMP as prescribed by the Los Angeles County
Department of Public Works SUSMP Manual and the construction plans shall
show the selected measures on the grading plan to the satisfaction of the City
Engineer or designee.
22. The applicant/property owner shall integrate low impact development (LID)
strategies into the site design. These strategies include using infiltration trenches,
bio-retention planter boxes, roof drains connected to a landscaped area, pervious
concrete/paver, etc.
23. Condominium or townhouse complexes of more than 5 individual units shall be
served by a common domestic water meter and service capable of supplying
sufficient water to meet all domestic and fire suppression needs of the total
number of units
24. If the water service is to be used to supply both domestic water and fire
sprinklers for each unit, the developer shall separate the fire service from the
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 14 of 16
domestic water service at each unit with an approved back flow prevention
device.
25. A separate water service and meter will be required for common area landscape
irrigation.
26. A Water Meter Clearance Application, filed with the Public Works Services
Department, shall be required prior to permit issuance
27. New water service installation shall be by the applicant/property owner.
Installation shall be according to the specifications of the Public Works Services
Department, Engineering Division. Abandonment of existing water services, if
necessary, shall be by the Developer, according to Public Works Services
Department, Engineering Division specifications.
28. If any drainage fixture elevation is lower than the elevation of the next upstream
manhole cover (514.92), an approved backwater valve is required.
29. Existing trees in parkways shall remain and be protected.
30. The project shall comply with the 2013 California Building Code, including
Chapter 11-A (residential accessibility) and with the Arcadia Multi-Family
Standards.
31. The applicant/property owner shall install an automatic sprinkler system per the
City of Arcadia Fire Department Single & Multiple-Family Dwelling Sprinkler
Standard prior to obtaining final occupancy.
32. A fire hydrant shall be provided adjacent to the driveway entrance from Windsor
Road.
33. Fire extinguishers of 2A:10BC type shall be provided on the first floor level prior
to the issuance of the Certificate of Occupancy. The maximum travel distance to
an extinguisher shall be 75 feet.
34. The trash enclosure in the semi-subterranean parking area shall be revised to
accommodate the required trash containers to the satisfaction of the Public
Works Services Director or designee.
35. The applicant/property owner shall comply with all City requirements regarding
building safety, fire prevention, detection, suppression, emergency access, public
right-of-way improvements, parking, water supply and water facilities, sewer
facilities, trash reduction and recycling requirements, and National Pollutant
Discharge Elimination System (NPDES) measures to the satisfaction of the
Building Official, Fire Marshal, Public Works Services Director and Development
Services Director. Compliance with these requirements is to be determined by
having fully detailed construction plans submitted for plan check review and
approval by the foregoing City officials and employees.
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 15 of 16
36. The applicant/property owner shall defend, indemnify, and hold harmless the City
of Arcadia and its officials, officers, employees, and agents from and against any
claim, action, or proceeding against the City of Arcadia, its officials, officers,
employees or agents to attack, set aside, void, or annul any approval or
conditional approval of the City of Arcadia concerning this project and/or land use
decision, including but not limited to any approval or conditional approval of the
City Council, Planning Commission, or City Staff, which action is brought within
the time period provided for in Government Code Section 66499.37 or other
provision of law applicable to this project or decision. The City shall promptly
notify the applicant of any claim, action, or proceeding concerning the project
and/or land use decision and the City shall cooperate fully in the defense of the
matter. The City reserves the right, at its own option, to choose its own attorney
to represent the City, its officials, officers, employees, and agents in the defense
of the matter.
37. Approval of the revisions to MFADR 14-09, MP 16-04, and the extensions for ZV
15-02, MP 14-17, and TRE 14-30 shall not take effect unless on or before 30
calendar days after the Planning Commission adoption of Resolution No. 1961,
the applicant and property owner have executed and filed with the Community
Development Administrator or designee an Acceptance Form available from the
Development Services Department to indicate awareness and acceptance of
these conditions of approval.
PLANNING COMMISSION ACTION
Approval
If the Planning Commission intends to approve this project, the Commission should
approve a motion to adopt Resolution No. 1961 to approve Modification No. MP 16-04,
the revisions to MFADR 14-09, and the extensions for Zone Variance No. ZV 15-02,
Modification No. MP 14-17, and Oak Tree Encroachment Permit No. TRE 14-30, based
on the aforementioned findings, including that the project is Categorically Exempt from
the California Environmental Quality Act (CEQA), and subject to the aforementioned
conditions, or as may be modified by the Commission.
Denial
If the Planning Commission intends to deny this project, the Commission should state
the specific findings that the proposal does not satisfy based on the evidence presented
with specific reasons for denial, and approve a motion to deny Modification No. MP 16-
04, the revisions to MFADR 14-09, and/or the extensions for Zone Variance No. ZV 15-
02, Modification No. MP 14-17, and/or Oak Tree Encroachment Permit No. TRE 14-30,
and direct staff to prepare a resolution for adoption at the next meeting that incorporates
the Commission’s decision and specific findings.
If any Planning Commissioner or other interested party has any questions or comments
regarding this matter prior to the April 12, 2016, public hearing, please contact Assistant
MP 16-04, MFADR 14-09, ZV 15-02, MP 14-17, and TRE 14-30
501 N. Santa Anita Avenue
April 12, 2016 – Page 16 of 16
Planner, Jordan Chamberlin by calling (626) 821-4334, or by email to
JChamberlin@ArcadiaCA.gov.
Approved:
Attachment No. 1: Resolution No. 1947
Attachment No. 2: Resolution No. 1961
Attachment No. 3: Aerial Photo and Zoning Information and Photos of the Subject
Property and Vicinity
Attachment No. 4: Revised Architectural Plans
Attachment No. 5: Extension Request Letters
Attachment No. 6: Oak Tree Report and Addenda
Attachment No. 7: Initial Study dated September 23, 2015
Attachment No. 8: Preliminary Exemption Assessment
Attachment No. 1
Attachment No. 1
Resolution No. 1947
Attachment No. 2
Attachment No. 2
Resolution No. 1961
RESOLUTION NO. 1961
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
ARCADIA, CALIFORNIA, APPROVING MODIFICATION APPLICATION
NO. MP 16-04, REVISIONS TO PREVIOUSLY APPROVED MULTIPLE-
FAMILY ARCHITECTURAL DESIGN REVIEW NO. MFADR 14-09, AND
EXTENSION REQUESTS FOR THE PREVIOUSLY APPROVED ZONE
VARIANCE NO. ZV 15-02, MODIFICATION APPLICATION NO. MP 14-
17, AND OAK TREE ENCROACHMENT PERMIT NO. TRE 14-30 AS
AMENDED, WITH A CATEGORICAL EXEMPTION UNDER THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) FOR A 20-UNIT
RESIDENTIAL CONDOMINIUM DEVELOPMENT AT 501 N. SANTA
ANITA AVENUE
WHEREAS, on November 25, 2015, an application was filed by Mr. Jonathan
Kelly, for the design review of architectural revisions to the previously approved 20-unit
residential condominium development proposed for 501 N. Santa Anita Avenue,
Development Services Department Case No. MFADR 14-09; and
WHEREAS, on March 11, 2016, an application was filed by Mr. James Li, for
Modifications to allow a new wall and fence to exceed 6’-0” in height with a maximum
height of 18’-5” and for portions of the wall and fence to be located closer than 18” to
the street side property line along Colorado Boulevard at 501 N. Santa Anita Avenue,
Development Services Department Case No. MP 16-04; and
WHEREAS, on March 11, 2016, extension requests were filed by Mr. Jonathan
Kelly, for the previously approved Zone Variance, Modifications, and Oak Tree
Encroachment Permit at 501 N. Santa Anita Avenue, Development Services
Department Case Nos. ZV 15-02, MP 14-17, and TRE 14-30. The revisions to the
Design Review, the new Modification application, and the extension requests for the
previously approved applications are hereafter individually and collectively referred to as
the “Project”; and
2
WHEREAS, on March 31, 2016, a Preliminary Exemption Assessment for the
Project was prepared, and it was determined that the Project is exempt under CEQA,
per Section 15332 of the CEQA Guidelines because the Project is considered infill
development; and
WHEREAS, on April 12, 2015, a duly-noticed public hearing was held before the
Planning Commission on the Project, at which time all interested persons were given full
opportunity to be heard and to present evidence; and
NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF
ARCADIA HEREBY RESOLVES AS FOLLOWS:
SECTION 1. That the factual data submitted by the Community Development
Division in the staff report dated April 12, 2016 are true and correct.
SECTION 2. This Commission finds, based upon the entire record:
1. That the proposed subdivision as previously approved, together with the
provisions for its design and improvement, is consistent with the City’s General Plan, the
City’s Subdivision Regulations, and the State Subdivision Map Act.
FACT: The proposed project will replace the church with a new, 20-unit,
residential development that is consistent in character with the High Density Multiple-
Family Residential designation as described in the City’s General Plan and is to be
subdivided into condominiums in a manner that is consistent with the City’s Subdivision
Regulations, and the State Subdivision Map Act..
2. That the discharge of waste from the proposed subdivision into the
community sewer system will comply with existing requirements prescribed by a
California Regional Water Quality Control Board.
3
FACT: The Arcadia Public Works Services Department confirmed that the
proposed development will be adequately served by the existing sewer infrastructure
and the requirements of the California Regional Water Quality Control Board will be
satisfied.
3. That the proposed Zoning Modifications for the new wall height and
setback will secure an appropriate improvement of a lot; prevent an unreasonable
hardship; and/or promote uniformity of development.
FACT: The requested Modifications will allow the site to be developed in a
manner similar to other R-3 zoned properties and will prevent an unreasonable hardship
due to the significant grade difference between the subject property and the street and
the numerous utilities that are on located on the subject site along Colorado Boulevard.
The Modifications will also secure appropriate improvements that will be compatible with
the neighboring commercial and residential properties.
4. That the findings for the prior approval of ZV 15-02, MP 14-07, and TRE
14-30 are still valid and the extensions are justifiable.
FACT: The original findings for approval of Zone Variance No. ZV 15-02, Zoning
Modification No. MP 14-07, and Oak Tree Encroachment Permit No TRE 14-30 remain
valid and are still an integral part of the revised proposal. The findings for approval are
as follows:
a. That there are exceptional or extraordinary circumstances or conditions
applicable to the property involved, or to the intended use of the property, that do not
apply generally to the property or class of use in the same zone or vicinity.
FACT: The irregular shape of the property and the extensive utility easements on
it are the bases for approval of a variance from the minimum density requirement. The
4
unique shape and the required easements limit where the residential units may be
located. This unique situation is an exceptional circumstance that necessitates a
reduction in the number of units so as to allow the development to comply with other
essential R-3 Zoning Code requirements, particularly the driveway widths, the number of
parking spaces, and the minimum ingress and egress area for each parking space.
b. That the granting of such variance will not be materially detrimental to the
public health or welfare or injurious to the property or improvements in such zone or
vicinity in which the property is located.
FACT: A multiple-family development that is not at or in excess of the maximum
density on this site would not have these effects. Providing 20 units in lieu of 23 units on
the subject property would not be materially detrimental to the other properties in this R-
3 zoned area. Indeed, the reduction in units would be less impactful to the properties in
the vicinity of the subject property compared to the minimum 23 units required.
c. That such variance is necessary for the preservation and enjoyment of a
substantial property right of the applicant possessed by other property in the same zone
and vicinity.
FACT: This variance is necessary to allow the site to be developed in a manner
similar to the other R-3 zoned properties of this area, which do not have irregular lot
shapes or such substantial easements that reduce the developable area of a property.
d. That the granting of such variance will not adversely affect the
comprehensive general plan.
FACT: The proposed development, despite the reduction in the number of units
will have a density of 16 dwelling units per acre, which is consistent with the General
5
Plan Land Use Designation of High Density Residential that has a density range of 12-30
dwelling units per acre.
e. That the proposed Zoning Modification will secure an appropriate
improvement of a lot; prevent an unreasonable hardship; and/or promote uniformity of
development.
FACT: The requested Modifications will allow the site to be developed in a
manner similar to other R-3 zoned properties and will prevent an unreasonable hardship
due to the irregular shape of the lot, the various easements that must be maintained and
therefore cannot be built on, and the change in grade elevation between the site and an
adjacent public right-of-way. The Modifications will also secure appropriate
improvements that will be compatible with the neighboring commercial and residential
properties.
5. That this Project is Categorically Exempt under the California
Environmental Quality Act (CEQA) per Section 15332 (Class 32) of the CEQA
Guidelines as an infill development.
6. That the partial vacation of the City’s street right-of-way along Colorado
Boulevard to gain additional land for the private residential development and provide
disabled accessibility onto the subject site from the sidewalk is consistent with the
General Plan, and that the Planning Commission recommends approval of the vacation
to the City Council. This transaction would occur concurrently with the street vacation
and improvements to Colorado Boulevard. The Planning Commission action and
determination of the General Plan consistency, is not a project for the purposes of
CEQA. The proposed partial vacation of the right-of-way by the City Council is expected
to be Categorically Exempt from CEQA pursuant to Section 15301(c) because the action
6
consists of a legal transfer of ownership which will result in negligible or no expansion of
use beyond the project analyzed in the General Plan Environmental Impact Report,
adopted in 2010.
7. That the Development Services Director or designee is authorized to
approve and execute, if necessary, a subdivision agreement for this project.
SECTION 3. For the foregoing reasons the Planning Commission determines
that the Project is Categorically Exempt per Section 15332 of the CEQA Guidelines, and
approves Modification No. MP 16-04, revisions to MFADR 14-09, and extensions for
Zone Variance No. ZV 15-02, Modification No. MP 14-17, and Oak Tree Encroachment
Permit No. TRE 14-30 as amended, for a 20-unit residential condominium development
at 501 N. Santa Anita Avenue, subject to the conditions of approval attached hereto.
SECTION 4. The Secretary shall certify to the adoption of this Resolution.
Passed, approved and adopted this _____ day of _____________, 2016.
Chairman, Planning Commission
ATTEST:
Secretary
APPROVED AS TO FORM:
Stephen P. Deitsch
City Attorney
7
RESOLUTION NO. 1961
Conditions of Approval
1. The project shall be developed and maintained by the applicant/property owner
in a manner that is consistent with the plans submitted and conditionally
approved for TTM 14-03 (73106), ZV 15-02, MP 14-17, MP 16-04 as revised to
extend the landscaping, TRE 14-30, and MFADR 14-09 as revised, subject to the
approval of the Development Services Director or designee, including the stone
and stucco color(s).
2. The project shall be developed and maintained by the applicant/property owner
in compliance with all of the recommended tree protection measures listed in the
Oak Tree Report and Addenda prepared for this project.
3. The applicant/property owner shall be required to pay a $100 Map fee and $25
Final Map Approval fee prior to the approval of the Tract Map.
4. Prior to approval of the Tract Map or issuance of a building permit, the
applicant/property owner shall either construct or post security for all public
improvements to be shown on the Tentative Map:
a. The applicant/property owner shall install new street trees to be shown on
the Grading Plan located in the parkways along Santa Anita Avenue and
Colorado Boulevard per the City of Arcadia Street Tree Master Plan.
b. The applicant/property owner shall construct a new ADA curb ramp at the
corner of Santa Anita Avenue and Colorado Boulevard.
c. The applicant/property owner shall remove and replace the sidewalk along
Santa Anita Avenue from property line to property line.
d. The applicant/property owner shall remove and replace the curb and gutter
from property line to property line along Colorado Boulevard, Cornell Drive,
Windsor Road, and Santa Anita Avenue.
e. The applicant/property owner shall construct new driveway approaches per
the City of Arcadia standard.
f. The applicant/property owner shall construct a new inlet structure and
underground piped storm water system to capture and convey the runoff
from the alley to the north of the site to outlet at an approved drainage
device, subject to the approval of the City Engineer.
5. Prior to the issuance of a building permit or the recordation of the final map,
whichever comes first, the applicant/property owner shall make application to the
City and pay all fees determined by the City to be necessary to vacate a portion
of Colorado Boulevard in conformance with the site plan and the tentative map.
The City shall retain a public utility easement over the entire vacated portion of
8
the street. Prior to the City proceeding with the street vacation, the developer
shall enter into an agreement in a form and substance approved by the Assistant
City Manager/Development Services Director and the City Attorney or their
designees, and post security in an amount determined by the Assistant City
Manager/Development Services Director or designee, for the construction of a
sidewalk, retaining wall, and all associated elements along Colorado Boulevard
at the proposed property line. The improvements must be completed in the time
required by the Agreement, regardless of the developer’s project proceeding.
6. The applicant/property owner shall submit a Grading Plan prepared by a
registered civil engineer subject to the approval of the City Engineer prior to
issuance of a building permit.
7. The applicant/property owner shall grant the City of Arcadia 5’-0” easements
along Santa Anita Avenue and Cornell Drive for Street and Highway Purposes.
8. The applicant/property owner shall grant the City of Arcadia a corner cutback
dedication at the corner of Santa Anita Avenue and Colorado Boulevard. The
dedication shall be sufficient in size to accommodate a standard ADA curb ramp.
9. Prior to issuance of grading permit, the applicant/property owner shall complete
the following:
a. Grant Southern California Edison Co. and any other appropriate entities
easement(s) for their respective on-site facilities by separate documents.
b. Grant the City of Arcadia, easement(s) for Public Utilities for any sewer,
water, and/or storm drain facilities, subject to the satisfaction of the City
Engineer.
c. Provide proof that all affected utility companies have accepted and are
satisfied with the new easements and that they approve of the City of
Arcadia’s quitclaim of the existing Public Utility Easement.
d. Request the City of Arcadia to quitclaim the existing Public Utility Easement
either on the Final Map or by a separate document. The quitclaim must be
approved prior to issuance of a grading permit.
10. The applicant/property owner shall submit a Standard Urban Stormwater
Mitigation Plan (SUSMP) subject to the approval of the City Engineer prior to the
issuance of a building permit.
11. Prior to the approval of the Final Map the applicant/property owner shall submit
to the City Engineer for approval a separate demolition and erosion control plan
prepared by a registered civil engineer, and all existing structures shall be
demolished prior to approval of the Final Map.
9
12. Prior to the issuance of a building permit, the applicant/property owner shall
design and relocate the existing sewer main on Cornell Drive and the subject
property as necessary to accommodate the proposed development. The design
of the affected portions of the sewer main shall include, but not be limited to the
relocation of manholes 507MH047 and 507MH049, and the addition of two new
manholes and sewer mainline piping.
13. Access to a new manhole on the subject property shall be provided for routine
maintenance of the sewer main. The access shall be unrestricted in its height,
minimum 12-feet in width, and capable of supporting H20 vehicle loading.
14. Access to manhole 507MH051 shall be provided from Colorado Boulevard.
Access shall be a minimum 4’ wide. A gate must be capable of being opened by
City personnel with use of a City key, or by providing a lockbox.
15. Prior to the issuance of a building permit, the Developer/Owner shall remove and
replace the existing 36” x 22” CMP storm drain from Windsor Road to Santa
Anita Avenue with a new storm drain capable of conveying a comparable flow
volume and flow rate as the existing drain. Design of the replacement drain shall
be subject to the approval of the City Engineer.
16. Prior to the issuance of a building permit, the Developer/Owner shall design and
construct a new storm drain capable of conveying flow from the alley south of
Newman Avenue, between Windsor Road and Santa Anita Avenue to Cornell
Drive and then to existing storm drains at either Colorado Boulevard or Santa
Anita Avenue.
17. If it is determined by the Fire Marshal that a common fire suppression system
(NFPA-13) is required to provide fire protection for the development, the fire
service shall be served by a separate fire service with Double Check Detector
Assembly (DCDA).
18. The applicant/property owner shall comply with the General Construction NPDES
Permit. Submit a Notice of Intent (NOI) and pay applicable fees to the State
Water Resources Control Board.
19. The applicant/property owner shall prepare a Storm Water Pollution Prevention
Plan (SWPPP) as part of the General Construction Permit requirements.
20. A Waste Discharge Identification (WDID) number shall be issued by the State
prior to the approval of any grading plans.
21. The proposed development will require a Standard Urban Stormwater Mitigation
Plan (SUSMP) if there will be the creation, addition, or replacement of 5,000
square feet or more of impermeable surface area. The applicant/property owner
shall comply with the SUSMP as prescribed by the Los Angeles County
Department of Public Works SUSMP Manual and the construction plans shall
10
show the selected measures on the grading plan to the satisfaction of the City
Engineer or designee.
22. The applicant/property owner shall integrate low impact development (LID)
strategies into the site design. These strategies include using infiltration trenches,
bio-retention planter boxes, roof drains connected to a landscaped area, pervious
concrete/paver, etc.
23. Condominium or townhouse complexes of more than 5 individual units shall be
served by a common domestic water meter and service capable of supplying
sufficient water to meet all domestic and fire suppression needs of the total
number of units
24. If the water service is to be used to supply both domestic water and fire
sprinklers for each unit, the developer shall separate the fire service from the
domestic water service at each unit with an approved back flow prevention
device.
25. A separate water service and meter will be required for common area landscape
irrigation.
26. A Water Meter Clearance Application, filed with the Public Works Services
Department, shall be required prior to permit issuance
27. New water service installation shall be by the applicant/property owner.
Installation shall be according to the specifications of the Public Works Services
Department, Engineering Division. Abandonment of existing water services, if
necessary, shall be by the Developer, according to Public Works Services
Department, Engineering Division specifications.
28. If any drainage fixture elevation is lower than the elevation of the next upstream
manhole cover (514.92), an approved backwater valve is required.
29. Existing trees in parkways shall remain and be protected.
30. The project shall comply with the 2013 California Building Code, including
Chapter 11-A (residential accessibility) and with the Arcadia Multi-Family
Standards.
31. The applicant/property owner shall install an automatic sprinkler system per the
City of Arcadia Fire Department Single & Multiple-Family Dwelling Sprinkler
Standard prior to obtaining final occupancy.
32. A fire hydrant shall be provided adjacent to the driveway entrance from Windsor
Road.
33. Fire extinguishers of 2A:10BC type shall be provided on the first floor level prior
to the issuance of the Certificate of Occupancy. The maximum travel distance to
an extinguisher shall be 75 feet.
11
34. The trash enclosure in the semi-subterranean parking area shall be revised to
accommodate the required trash containers to the satisfaction of the Public
Works Services Director or designee.
35. The applicant/property owner shall comply with all City requirements regarding
building safety, fire prevention, detection, suppression, emergency access, public
right-of-way improvements, parking, water supply and water facilities, sewer
facilities, trash reduction and recycling requirements, and National Pollutant
Discharge Elimination System (NPDES) measures to the satisfaction of the
Building Official, Fire Marshal, Public Works Services Director and Development
Services Director. Compliance with these requirements is to be determined by
having fully detailed construction plans submitted for plan check review and
approval by the foregoing City officials and employees.
36. The applicant/property owner shall defend, indemnify, and hold harmless the City
of Arcadia and its officials, officers, employees, and agents from and against any
claim, action, or proceeding against the City of Arcadia, its officials, officers,
employees or agents to attack, set aside, void, or annul any approval or
conditional approval of the City of Arcadia concerning this project and/or land use
decision, including but not limited to any approval or conditional approval of the
City Council, Planning Commission, or City Staff, which action is brought within
the time period provided for in Government Code Section 66499.37 or other
provision of law applicable to this project or decision. The City shall promptly
notify the applicant of any claim, action, or proceeding concerning the project
and/or land use decision and the City shall cooperate fully in the defense of the
matter. The City reserves the right, at its own option, to choose its own attorney
to represent the City, its officials, officers, employees, and agents in the defense
of the matter.
37. Approval of the revisions to MFADR 14-09, MP 16-04, and the extensions for ZV
15-02, MP 14-17, and TRE 14-30 shall not take effect unless on or before 30
calendar days after the Planning Commission adoption of Resolution No. 1961,
the applicant and property owner have executed and filed with the Community
Development Administrator or designee an Acceptance Form available from the
Development Services Department to indicate awareness and acceptance of
these conditions of approval.
- - -
Attachment No. 3
Attachment No. 3
Aerial Photo and Zoning Information and
Photos of the Subject Property and Vicinity
Photo of subject property, 501 N. Santa Anita Avenue, from onsite, adjacent to N. Santa Anita Avenue.
Photo of subject property, 501 N. Santa Anita Avenue, from N. Santa Anita Avenue.
View of the back half of the subject property to be quitclaimed. Photo taken from onsite.
View of the back half of the subject property, to be quitclaimed. Photo taken from the corner of Windsor Road
and Cornell Drive.
Photo of subject property, 501 N. Santa Anita Avenue, from Colorado Boulevard.
Photo of concrete slope along Colorado Boulevard adjacent to the subject property.
Photo of adjacent property to the northwest, 520 Cornell Drive.
Photo of adjacent property to the north, 515 Windsor Road.
Photo of adjacent property to the north, 514 Windsor Road.
Photo of adjacent property to the north, 513 N. Santa Anita Avenue Road.
Photo of adjacent property to the northeast, 510 N. Santa Anita Avenue.
Photo of adjacent property to the east, a Chevron Gas Station, at 500 N. Santa Anita Avenue.
Photo of adjacent property to the southeast, an In-N-Out Burger, at 420 N. Santa Anita Boulevard.
Photo of adjacent commercial property to the south which includes Fasching's Car Wash, at 425 N. Santa Anita
Avenue.
Photo of adjacent rail right-of-way to the east.
Photo of adjacent park, Newcastle Park to the east beyond the rail right-of-way , at 143 W. Colorado Boulevard.
Attachment No. 4
Attachment No. 4
Revised Architectural Plans
CORNELL DRIVE
WINDSOR ROAD
COLORADO BOULEVARD
SANTA ANITA AVENUE
BUILDING A
BUILDING B
BUILDING F
BUILDING CBUILDING D
BUILDING E
1
2
5
3
4
UNUSABLE LANDLOT BLOT A
#= Setbacks (see Zoning Summary)
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1" = 50'-0"
G-0.0
Checker
Author
2015-09-3015-13
COVERSHEET501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
PROJECTSITE PROJECTSITE
VICINITY MAP(not to scale)LOCATOR MAP(not to scale)SHEET INDEXSheet Index
Sheet
Number
Sheet Name
0-GENERALG-0.0COVERSHEETG-0.2SURVEYT-1Tentative TractT-2Tentative TractT-3Tentative Tract2-ARCHITECTURALA-0.0EASEMENT PLANA-0.1CONTEXT ELEVATIONSA-1.0SITE PLANSA-1.1SITE PLANSA-1.3SITE DETAILSA-1.4SITE DETAILSA-1.5PERSPECTIVESA-1.6PERSPECTIVESA-1.7PERSPECTIVESA-2.0.AFLOOR PLANS - BUILDING AA-2.0.BFLOOR PLANS - BUILDING AA-2.1FLOOR PLANS - BUILDING BA-2.2.AFLOOR PLANS - BUILDING CA-2.2.BFLOOR PLANS - BUILDING CA-2.3.AFLOOR PLANS - BUILDING DA-2.3.BFOOR PLANS - BUILDING DA-2.4.AFLOOR PLANS - BUILDING EA-2.4.BFLOOR PLANS - BUILDING EA-2.5.AFLOOR PLANS - BUILDING FA-2.5.BFLOOR PLANS - BUILDING FA-2.5.CFLOOR PLANS - BUILDING FA-2.5.DFLOOR PLANS - BUILDING FA-3.0STREET ELEVATIONSA-3.1STREET ELEVATIONSA-3.2.AELEVATIONS - BUILDING AA-3.2.BELEVATIONS - BUILDING AA-3.3ELEVATIONS - BUILDING BA-3.4.AELEVATIONS - BUILDING CA-3.4.BELEVATIONS - BUILDING CA-3.5.AELEVATIONS - BUILDING DA-3.5.BELEVATIONS - BUILDING DA-3.6.AELEVATIONS - BUILDING EA-3.6.BELEVATIONS - BUILDING EA-3.7.AELEVATIONS - BUILDING FA-3.7.BELEVATIONS - BUILDING FA-3.7.CELEVATIONS - BUILDING FA-4.0SECTIONSA-4.1SECTIONSA-4.2SECTIONSA-8.0WINDOW & DOOR SCHEDULES& TYPES7-LANDSCAPEL-1.0PLANTING PLAN
1
3
2.5
1512
2
2
3
2.5
1558
2
3
3
2.5
1870
2
4
3
2.5
1723
2
5
3
2.5
1857
2
6
3
2.5
1860
2
7
3
2.5
1765
2
8
3
2.5
1869
2
9
3
2.5
1849
2
10
3
2.5
1817
2
11
3
2.5
1846
2
12
3
2.5
1857
2
13
4
3
2136
2
14
3
2.5
1972
2
15
3
2.5
1869
2
16
3
2.5
1953
2
17
3
2.5
1983
2
18
3
2.5
1880
2
19
3
2.5
1957
2
20
5
3.5
2304
2
Unit
Bed
Bath
GSF
Parking
20
63
37,437
40
ZONING SUMMARY
PROPOSED UNIT MATRIX
SANTA ANITA CONDOMINIUMS501 NORTH SANTA ANITA AVENUEARCADIA, CALIFORNIA 91006
PROPOSED SITE DIAGRAM
Scale 1" = 50'-0"
PROJECT TEAM
GENERAL NOTESBUILDING CODE SUMMARY
Owner:DC Santa Anita Holdings, LLC1005 East Las Tunas Drive., #125San Gabriel, CA 91776Contact: James LiPhone: 626.292.2559Email: 9999jl@gmail.comArchitect:Tyler Gonzalez Architects139 South Hudson Street, Suite 300Pasadena, CA 91101Contact: Rob TylerPhone: 626.396.9599Email: Rob@TGArchitects.netLandscape Architect:Tyler Gonzalez Architects139 South Hudson Street, Suite 300Pasadena, CA 91101Contact: Robert MartinPhone: 626.396.9599Email: RMartin@TGArchitects.netCivil:EGL11819 Coldring Road, Unit AArcadia, CA 91006Contact: Hank JongPhone: 626.263.3588Email: Hank@EGL88.com
Applicable Building Codes:
2013 California Building Code2013 Green Building Code2013 California Mechanical Code2013 California Plumbing Code2013 California Electrical Code2013 Title 242013 California Energy Standards
Occupancy:
R-3 Residential (6 Buildings)
Type of Construction:
Type V-B, Automatic Sprinkler System Throughout
All work shall conform to the governing codes, documents and agencies having jurisdiction over the project. The governing code
is the 2013 California
Building Codes; CBC, CMC, CPC, CEC, as amended by the City Ordinance and the 2013 Title 24 Energy Standards.Contractor shall obtain and pay for all necessary permits from
all agencies having jurisdiction over the work, except only gene
ral building permit.
Verify all conditions and dimensions at the job site.Deviations fr
om the Contract Documents shall be reported to the Architect
before proceeding with
the work. Commencement of work shall be construed as acceptance of all conditions, dimensions, and substrates.All dimensions are face of stud or sheathing and centerline of columns unless noted otherwise.Drawings are not to be scaled; use written dimensions only.Report dimensional discrepancies to the Architect before proceeding
with the work.
Maintain a complete set of drawings and specifications on the job site at all times, including copies of all the Architect's su
pplemental instructions,
construction change authorizations, reviewed shop drawings and project submittals.Provide construction barriers to conform with the requirements of Local and County agencies.All finish grades shall slope away from the building at 2% minimum.Building address numbers to be provided on the front of the buildings, and shall be visible and legible from the street frontin
g the property; said numbers
shall contrast with their background and must be at least 2" in height and 2" in width.Fire blocking shall be installed per: CBC 708.2.1.Storage of construction ma
terials in the public right-of-way
is NOT PERMITTED. Specify on site the proposed location of the storage of construction
materials. NOTE: In times of high fire hazard in brush areas, temporary fire protection of the construction materials may be r
equired.
Separate permit required for perimeter retaining walls.
1.2.3.4.5.6.7.8.9.10.11.12.FIRE DEPARMENT NOTESBuildings shall be fully sprinklered per City of Arcadia Fire Department Multi-Family Dwelling Sprinkler Standards.The Fire Lane shall be marked with red curbing and signage. Signage beyond the fire lane shall be provided shwowing the weight
capacity of the
driveway.Minimum 2A: 10BC fire extinguishers shall be provided showing on the exterior. Max.
travel distance from an
y unit to an extinguisher shall be 75 feet.
1.2.3.
Assessor's Parcel Number:
5775-027-027
Zoning:
High Density Multiple Family Residential (R-3)
Existing Buildings to be Removed:
501 N Santa Anita Avenue - 1 Building / Built 1956
Proposed:
6 New Buildings2 Stories over 1 Level Subterranean Garage
Lot Data:Lot AExisting
35,982 SF
After Gains & Losses
39,253 SF
Without Unusable Land
38,818 SF
Lot BExisting
9,842 SF
After Gains & Losses
12,209 SF
Without Unusable Land
11,633 SF
TotalExisting
45,824 SF (approx. 1.05 acre)
After Gains & Losses
51,462 SF (approx. 1.18 acre)
Without Unusable Land
49,529 SF (approx. 1.14 acre)Density (After Gains & Losses):
Density (After G&L, Without Unusable Land):
Minimum Required*
23.0
Minimum Required*
21.0
Lot A (39,253 SF)
17.0
Lot A (38,818 SF)
17.0
Lot B (12,209 SF)
6.0
Lot B (11,633 SF)
4.0
Maximum Allowed**
35.4
Maximum Allowed**
33.0
Lot A (39,253 SF)
27.0
Lot A (38,818 SF)
26.0
Lot B (12,209 SF)
8.4
Lot B (11,633 SF)
7.0
*Dwelling/Acre(1 Unit/2,200 SF of Lot Area)**Dwelling/Acre (1 Unit/1,450 SF of Lot Area)Proposed
20.0 Units
F.A.R.: 0.76 (37,437 GSF Building Area over 49,529 SF)
Setbacks:Location
Min. Req.
Provided
1. Rear Yard (Rail Row)
10'-0"
10'-1" Min.
2. North Side Yard
10'-0"
10'-5" Min.
3. South Side Yard (Colorado Blvd.)
25'-0"
10'-1" Min.
4. North Side Yard (Cornell Drive)
10'-0"
10'-1" Min.
5. Front Yard (Santa Anita Ave.)
25'-0"
15'-0" Min.
Height Limit:Maximum Allowed
30'-0"
Proposed
29'-6" (Measured from First Story to ave. height of pitched roof)
Parking:Minimum Required
50 Stalls
2 Stalls/Unit
40 Stalls
1 Guest/2 Units
10 Stalls
Provided
50 Stalls
Garage
40 Stalls
Guest
10 Stalls
Open Space Coverage:Minimum Required
2,000 SF
Private
2,000 SF (100 SF/Unit)
Shared
N/A
ProvidedPrivate
>2,000 SF (see 1/A-1.0)
Shared
N/A
No.DescriptionDate
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netG-0.2
Checker
Author
2015-09-3015-13
SURVEY501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
No.DescriptionDate
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20-UNIT CONDOMINIUM501 N. SANTA ANITA AVE. ARCADIA, CA 91006
SANTA ANITA ARCADIA, LLC9674 TELSTAR AVE., #C,EL MONTE, CA 91731PH: 626-255-7439
APN: 5775-027-027G
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20-UNIT CONDOMINIUM501 N. SANTA ANITA AVE. ARCADIA, CA 91006
SANTA ANITA ARCADIA, LLC9674 TELSTAR AVE., #C,EL MONTE, CA 91731PH: 626-255-7439
APN: 5775-027-027G
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20-UNIT CONDOMINIUM501 N. SANTA ANITA AVE. ARCADIA, CA 91006
SANTA ANITA ARCADIA, LLC9674 TELSTAR AVE., #C,EL MONTE, CA 91731PH: 626-255-7439
APN: 5775-027-027
DN
DN
DN
DN
DN
4
5
KL
3
1
6
7
13
22
21
18
17
14
23
GF
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E
15
J
A
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement10'-0" x 10'-0"Open Space
Requirement
UNIT 1UNIT 2BUILDING A
UNIT 3BUILDING B
PROPERTY LINE
PR OP ERT YLIN E
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPER
TY LINE
PROPERTY LINE
CORNELL DRIVE
WINDSOR ROAD
7.50% SLOPE7.50% SLOPE15.00% SLOPE
UNIT 4UNIT 5BUILDING C
UNIT 6
UNIT 7UNIT 8UNIT 9
UNIT 19UNIT 18
BUILDING FUNIT 17UNIT 16UNIT 15UNIT 14
UNIT 20
UNIT 10BUILDING EUNIT 11UNIT 12UNIT 13
COLORADO BOULEVARD
SANTA ANITA AVENUE
5'-0" EASEMENT FOR STREET & HIGHWAY PURPOSES
10'-0" STORM DRAIN EASEMENT
10'-0" STORM DRAIN EASEMENT
10'-0" SCE POWER POLE EASEMENT
SEWER EASEMENT
10'-0" STORM DRAIN EASEMENT
SEWER EASEMENT
10'-0" EASEMENT FOR SCE POWER POLES
10'-0"EA SE ME NT FO RS CE PO WE R PO LE S
5'-0" STREET/HIGHWAY EASEMENT
10'-0" x 10'-0"Open Space
Requirement
PROTECTED TREESTO REMAIN
PROTECTED TREETO REMAIN
BUILDING D
38' - 1"
52' - 9"
20' - 7"
79' - 6"
49' - 8"
44' - 0"
93' - 7"
73' - 2"
21' - 6"
35' - 10"
35' - 2"
53' - 10"
165' - 0"
49' - 3"
44' - 0"
10'-0" x 10'-0"Open Space
Requirement
8.33% SLOPE
4.99% SLOPE
37' - 5"
36' - 1"26' - 0"36' - 1"
PROTECTED TREETO REMAIN
PROPOSED PUBLIC UTILITY EASEMENT
L
O
T
A
R
E
A
L
O
S
T
M
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
35' - 4"
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/16" = 1'-0"
A-0.0
Checker
Author
2015-09-3015-13EASEMENT PLAN501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/16" = 1'-0"
1
Easement Plan
No.DescriptionDate
AB
CDF
E
KEY PLAN
Colorado Blvd.
Santa Anita Blvd.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1" = 200'-0"
A-0.1
Checker
Author
2015-09-3015-13CONTEXT ELEVATIONS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
No.DescriptionDate1/8" = 1'-0"
3. North/South Context Elevation along Windsor Road
2. North/South Context Elevation along Santa Anita Avenue1B. East/West Context Elevation along Colorado Blvd.1A. East/West Context Elevation along Colorado Blvd.
Colorado Blvd.
Newman Ave.
Newman Ave.
Colorado Blvd.
Santa Anita Avenue
Gold Line Railway
MATCHLINE
MATCHLINE
1A
1B
2
3
Plans gathered via Google Maps aligned to a 1/8" = 1'-0" scaledsite. Elevations gathered via images from Google Street View andaligned to scaled Google Maps. Typical heights (doors, windows,floor-to-floor heights) were used to doublecheck heights of contextelevations.
Context Information:
DN
DN
DN
DN
DN
UP
A-3.01
4
5
KL
3
1
6
7
13
22
21
18
17
14
23
GF
H
E
A-3.1
1
4
A-3.1
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement
10'-0" x 10'-0"Open Space
Requirement10'-0" x 10'-0"Open Space
Requirement
505.50
509.00
509.50
UNIT 1UNIT 2BUILDING A
UNIT 3BUILDING B
PROPERTY LINE
PR OP ERT YLIN E
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPER
TY LINE
PROPERTY LINE
CORNELL DRIVE
WINDSOR ROAD
7.50% SLOPE7.50% SLOPE15.00% SLOPE
UNIT 4UNIT 5BUILDING C
UNIT 6
UNIT 7UNIT 8UNIT 9
UNIT 19UNIT 18
BUILDING FUNIT 17UNIT 16UNIT 15UNIT 14
UNIT 20
UNIT 10BUILDING EUNIT 11UNIT 12UNIT 13
COLORADO BOULEVARD
SANTA ANITA AVENUE
5'-0" EASEMENT FOR STREET & HIGHWAY PURPOSES
10'-0" STORM DRAIN EASEMENT
10'-0" STORM DRAIN EASEMENT
10'-0" SCE POWER POLE EASEMENT
SEWER EASEMENT
10'-0" STORM DRAIN EASEMENT
SEWER EASEMENT
10'-0" EASEMENT FOR SCE POWER POLES
10'-0"EAS EME NT FO R SC EP OW ER PO LES
5'-0" STREET/HIGHWAY EASEMENT
10'-0" x 10'-0"Open Space
Requirement
15
J
PROTECTED TREESTO REMAINPROTECTED TREETO REMAIN
BUILDING D
506.50
505.50
505.50
A-3.034
A-3.02
A-3.1
5
A-2.0.A1
2
A-3.1
3
A-2.5.C2
A-2.5.A2
A-2.2.A2
A-2.3.A2
A-2.4.A2
SETBACK25' - 7"
38' - 1"
52' - 9"
20' - 7"
79' - 6"
49' - 8"
44' - 0"
SETBACK15' - 0"
SETBACK
14
'-8
"93'-7
"
SETBACK
10'-2"
73' - 2"
21' - 6"
35' - 10"
35' - 2"
53' - 10"
165' - 0"
49' - 3"
44' - 0"
10'-0" x 10'-0"Open Space
Requirement
(N) 6'-0" CMU WALL
(N) 3'-0" METAL FENCE
8.33% SLOPE
4.99% SLOPE
(N) 6'-0" METAL FENCE
5'-0"12'-11"1'-8"35'-4"5"
SETBACK
10'-4"
SETBACK
10'-1"36'-1"26'-0"36'-1"
SETBACK
10'-2"
A-1.310
A-1.33
A-2.11
A
A
497.25
(N) 6'-0" METAL FENCE(N) 12'-6" RETAINING WALL
(N) PLANTING
(N) PLANTING
(N) 8'-0" RETAINING WALL
6
A-3.1
PROTECTED TREETO REMAIN
(E) RETAINING WALLTO BE REMOVED
(N) VEHICULAR GATE
A-1.33
A-1.33
CATCH BASIN
CATCH BASIN
BACKFLOW DEVICECLUSTER MAILBOX
(N) 6'-0" METAL FENCE
(N) ELECTRICAL VAULT
M
35'-4"
SETBACK
15' - 1"
510.92
510.50
510.92
509.83
509.50
509.83
509.50
A/C
A/C
A/C
W/H
W/H
W/H
W/H
W/H
TRASH ENCLOSURE
A-1.32
TRASH ENCLOSUREACCESSIBLE PATHOF TRAVEL
S
E
T
B
A
C
K
10'-1"
508.33
8.33% SLOPE
PROPOSED PUBLIC UTILITY EASEMENT
(N) SIDEWALK
(N) 6'-0" METAL FENCE
(N) 6'-0" METAL FENCE
508.33
A-1.311
(N) PEDESTRIAN GATE
(N) PEDESTRIAN GATE
7
13
22
21
18
17
23
GF
H
E
CORNELL DRIVE
WINDSOR ROAD
505.50
505.50
7.50% SLOPE
15.00% SLOPE
COLORADO BOULEVARD
SANTA ANITA AVENUE
UNIT 1UNIT 2BUILDING A
UNIT 3
BUILDING B
UNIT 4UNIT 5UNIT 6UNIT 7UNIT 8BUILDING D
UNIT 9
UNIT 19UNIT 18
BUILDING FUNIT 17UNIT 16UNIT 15UNIT 14
UNIT 20
UNIT 10
BUILDING EUNIT 11UNIT 12UNIT 13
SHARED DRIVEWAY
PROPERTY LINE
PR OP ERT YLIN E
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPER
TY LINE
PROPERTY LINE
15
BUILDING C
A-2.2.A1
A-2.3.A1
A-2.4.A1
A-2.5.C1
A-2.5.A1
52' - 9"
20' - 7"
79' - 6"
49' - 8"
44' - 0"
165' - 0"
49' - 3"
44' - 0"
17'-11"
36'-1
"26'-0
"36'-1
"
A-1.310
TRASH ENCLOSUREACCESSIBLE PATHOF TRAVEL
A-1.33
A
A
497.25
(N) 12'-6" RETAINING WALL
(N) PLANTING(N) 5'-0" WIDENED SIDEWALK(E) RETAINING WALLTO BE REMOVED
(N) PLANTING
(N) 8'-0" RETAINING WALL
PROTECTED TREETO REMAIN
(N) PLANTING
CATCH BASIN
CATCH BASIN
CATCH BASINCATCH BASIN
ELEC/GASMETERS
ELEC/GASMETERS
SETBACK
15' - 1"
SETBACK
14'-8
"93'-7"
SETBACK
10'-2
"
A/C
A/C
W/H
W/H
A/C
A/C
A/C
A/C
W/H
W/H
W/H
W/H
A/C
A/C
A/C
A/C
A/C
W/H
(N) PLANTING
S
E
T
B
A
C
K
10'-1"
A-1.33
A-1.33
W/H
W/H
W/H
W/H
W/H
W/HW/HW/H
PLAN KEYNOTES3" x 4" Pre-finished Metal Downspout Drain into Planter, Typical4" Internal Roof Drain & Overflow DrainDrain into Planter
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-1.0
RT
JK
2015-09-3015-13
SITE PLANS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/16" = 1'-0"
1
First Floor Plan - Site 1/16" = 1'-0"
2
Garage Floor Plan - Site
N
No.DescriptionDate
A-3.01
4
5
KL
3
1
6
7
13
22
21
18
17
14
23
GF
H
E
A-3.1
1
4
A-3.1
15
J
A-3.034
A-3.02
A-3.1
5
2
A-3.1
3
UNIT 1
UNIT 2
BUILDING A
UNIT 3BUILDING B
UNIT 4
UNIT 5
BUILDING C
UNIT 6
UNIT 7UNIT 8UNIT 9
UNIT 19
UNIT 18
BUILDING F
UNIT 17UNIT 16UNIT 15
UNIT 14
UNIT 20
UNIT 10
BUILDING E
UNIT 11UNIT 12UNIT 13
BUILDING D
A-2.2.B1
A-2.4.B1
A-2.5.D1
A-2.0.B1
A-2.5.B1
A-2.3.B1
SETBACK25' - 7"
38' - 1"
52' - 9"
20' - 7"
79' - 6"
49' - 8"
44' - 0"
SETBACK15' - 0"
SETBACK
14'-8
"93'-7"
SETBACK
10'-2
"
73' - 2"
21' - 6"
35' - 10"
35' - 2"
53' - 10"
165' - 0"
49' - 3"
44' - 0"
SETBAC
K
17'-11"37'-5"
SETBAC
K
10'-0"
SETBACK
19'-6"35'-4"
SETBAC
K
10'-6"
SETBACK
10'-1"36'-1"26'-0"36'-1"
SETBACK
10'-2"
A-2.12
A
6
A-3.1
M
SETBACK
15' - 1"
A/C
-
-
4
5
KL
3
1
6
7
13
22
21
18
17
14
23
GF
H
E
15
J
UNIT 1UNIT 2BUILDING A
UNIT 3
BUILDING B
UNIT 4UNIT 5BUILDING C
UNIT 6
UNIT 7UNIT 8UNIT 9
UNIT 19UNIT 18
BUILDING FUNIT 17UNIT 16UNIT 15UNIT 14
UNIT 20
UNIT 10BUILDING EUNIT 11UNIT 12
UNIT 13
BUILDING D
A-2.2.B2
A-2.3.B2
A-2.4.B2
A-2.5.D2
A-2.0.B2
A-2.5.B2
38' - 1"
52' - 9"
20' - 7"
79' - 6"
49' - 8"
44' - 0"
93'-7"10
'-2
"
73' - 2"
21' - 6"
35' - 10"
35' - 2"
53' - 10"
165' - 0"
49' - 3"
44' - 0"
37'-5"
35'-4"
36'-1"26'-0"36'-1"10'-2"
A-2.13
A
M
A/C
A/CA/CA/CA/C
----
-
-
PLAN KEYNOTES3" x 4" Pre-finished Metal Downspout Drain into Planter, Typical4" Internal Roof Drain & Overflow DrainDrain into Planter
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-1.1
Checker
Author
2015-09-3015-13
SITE PLANS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/16" = 1'-0"
1
Second Floor Plan - Site 1/16" = 1'-0"
2
Roof Plan - Site
N
No.DescriptionDate
DN
DN
8.33% SLOPE
(N) PLANTING
506.50
505.50
Line of Building Above
510.50
6"
7
A-1.3
-
A-1.3
1
75/8"
3'-3"
75/8
"
3'-3"
7'-91/4"
5' - 0"
19' - 0"
5' - 0"
4' - 3"
12' - 0"
4'-0"
(N)PLANTING
2
6
4
1
9'-0"7'-0"9'-0"6"3'-45/8"
19' - 0"
508.33
509.83
511.00
8.33% SLOPE
(N) PLANTING
510.00
509.83
5' - 7"
22' - 0"
38' - 0"
5' - 0"
5' - 0"
3' - 7"
8' - 10"
3' - 7"
16' - 0"505.50-
A-1.36
1
3-yd Bin for
Green Waste
(60"W x 48"Dx 48"H)
3-yd Bin forTrash
(60"W x 48"Dx 48"H)
12" Min. Cleararound bins
Roof Above
3-yd Bin forRecycling
(60"W x 48"Dx 48"H)
5' - 5"
8'-6"
Typical
Parking StallAccessible
Parking Stall
1' - 0"
9' - 0"
75
/8"
4
'-33/8
"
505.504
A-1.3
4'-11
"
5
2
5' - 0"
1' - 0"
510.92
1'-0"1'-10"
2'-10"
8.33% SLOPE8.33% SLOPE
1
6
2'-10
"1'-6"4'-6"
19
6'-0"3'-0"
9'-0"
6'-0"
9'-0"
1'-3"
3'-0"
2
8
5
5'-5"
SITE DETAILS KEYNOTESCMU Wall w/ Stucco Finish
1
4'-6" Metal Fence
4
1:12 Cast-in-Place Concrete Ramp
56
Cast-in-Place Concrete StairsCMU Retaining Wall w/ Stucco Finish;See Struct. for Details
2
Cast-in-Pace Concrete Wall; See Struct. for Details
3
42" Metal Guardrail
7
36" Metal Handrail
8
Standing Seam Metal Roof w/ 5" Metal Posts
9
[Not Used]
10
First Floor South510' - 0"
4'-6"1'-0"
6'-0"
62
6"
Varies
First Floor South510' - 0"
6"
Varies
63
1'-0"4'-6"
6'-0"
19
Metal Gates
3-yd Bin forTrash
(60"W x 48"Dx 48"H)
3-yd Bin forRecycling
(60"W x 48"Dx 48"H)
12" Min. Cleararound BinsRoof Above
8' - 6"
1'-11
"8'-2"1'-11
"
12
'-0
"
A-1.31
509.50
A-1.3
5
19
Metal Gates
A-1.312
509.00
6' - 8"
20' - 0"
5' - 5"
32' - 1"
1'-6"4'-6"(N) 4'-6" METAL FENCE(N) 1'-6" WALL W/STUCCO FINISH
(N) 20'-0" VEHICULAR GATE
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-1.3
Checker
Author
2015-09-3015-13
SITE DETAILS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
10
Plan - 3 Bin Trash Enclosure, Accessible and Typical parkingspaces, and Accessible Ramp & Parking Space
1/4" = 1'-0"
3
Plan - Convenience Stair
1/4" = 1'-0"
7
Section - Accessible Ramp
1/4" = 1'-0"
1
Side Elevation - Trash Enclosure 1/4" = 1'-0"
4
Section - Convenience Stair
1/4" = 1'-0"
8
Section - Retaining Wall
1/4" = 1'-0"
9
Section - Tiered Retaining Wall
No.DescriptionDate
1/4" = 1'-0"
6
South Elevation - Trash Enclosure
1/4" = 1'-0"
2
Plan - 2-Bin Trash Enclosure
1/4" = 1'-0"
5
West Elevation - Trash Enclosure
1/4" = 1'-0"
11
Plan - Vehicular Gate 1/4" = 1'-0"
12
Elevation - Vehicular Gate
DN
(E) LIGHT RAIL BRIDGELINE OF GRADE BEYONDTYP
.
4'-6"TYP
.
1'-6"
12'-5"
12'-4"
11'-10"
11'-2"
PODACARPUSPLANTED TO
SCREEN RETAININGWALL; TRIMMED TOTOP OF WALL
(N) RETAINING WALL W/ STUCCOFINISH (HEIGHT VARIES)(N) 4'-6" METAL FENCE(N) 3" STONE CAP
12'-5"
12'-4"
11'-10"
11'-2"
10'-2
"
7'-11"
6'-11"
MA
TCHLINE
PROPERTY LINE
PR OP ERT YL INE
COLORADO BOULEVARD
5'-0"
(N) 4'-6" METAL FENCE(N) RETAINING WALL W/ STUCCOFINISH (HEIGHT VARIES)
(N) 5'-0" PLANTING
(E) PROTECTEDTREE TO REMAIN
509.50497.09
509.50497.19
509.50497.68
509.50498.33BOUNDARY OF (E) RETAININGSLOPE TO BE REMOVED
(N) 5'-0" SIDEWALK
499.36
500.45
501.57
502.60
M
A
TCHLINE
509.50
509.50
509.50
509.50
(N) 5'-0" PLANTING(N) 5'-0" SIDEWALK
5'-0"
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
M
ATCHLINE
Typ
.
6'-7"Typ
.
1'-6"
Typ
.
4'-6"
6'-5"
5'-3"
3'-7"
(N) RETAINING WALL W/ STUCCOFINISH (HEIGHT VARIES)(N) 4'-6" METAL FENCE(N) 3" STONE CAP
Typ
.
4'-6
"Typ
.
1
'-6"
506.50
508.33
(N) 4'-6" METAL FENCE(N) RETAINING WALL W/ STUCCOFINISH (HEIGHT VARIES)
COLORADO BOULEVARD
PROPERTY LINE
(N) 5'-0" SIDEWALK
PROPERTY LINE
M
A
TCHLINE
509.50
509.50
509.50
509.50
505.90
507.40
504.45
4.99% SLOPE
8.33% SLOPE
BUILDING F
509.29
(N) 2'-0" METAL FENCE(N) 1'-0" WALL W/STUCCO FINISH
SANTA ANITA AVENUE
(E) 5'-0" SIDEWALK
PROPERTY LINE
(E) 5'-0" SIDEWALK
510.20
509.88509.87
509.59
509.29
BUILDING E509.60
5'-0"
6'-
3"
5'-0" STREET/HIGHWAY EASEMENT
(N) PLANTING
(E) PROTECTED TREETO REMAIN
(N) 4'-6" METAL FENCE(N) 1'-6" WALL W/STUCCO FINISH(N) METALPEDESTRIAN GATE(E) PROTECTED TREESTO REMAIN
(N) 2'-0" METAL FENCE(N) 1'-0" WALL W/STUCCO FINISH
1'-6"4
'-6
"
Typ
.
1'-0"Typ
.
2'-0"
(N) 4'-6" METAL FENCE(N) 1'-6" WALL W/STUCCO FINISH(N) METALPEDESTRIAN GATE
(N) 3" STONE CAP
(N) 3" STONE CAP
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-1.4
Checker
Author
2015-09-3015-13
SITE DETAILS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
No.DescriptionDate
1/8" = 1'-0"
2
Elevation - Colorado Boulevard Fence West 1/8" = 1'-0"
1
Plan - Colorado Boulevard Fence West
1/8" = 1'-0"
4
Elevation - Colorado Boulevard Fence East 1/8" = 1'-0"
3
Plan - Colorado Boulevard Fence East
1/8" = 1'-0"
5
Plan - Santa Anita Avenue Fence 1/8" = 1'-0"
6
Context East Elevation - Santa Anita Avenue Fence
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netA-1.5
Checker
Author
2015-09-3015-13PERSPECTIVES501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
No.DescriptionDate
FO
R IN-
HOU
SE USE
ONL
Y
FO
R IN-
HOU
SE USE
ONL
Y
VIEW FROM SANTA ANITA AVE. & COLORADO BLVD. LOOKING NORTHWESTVIEW FROM CORNELL DRIVE LOOKING EAST
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netA-1.6
Checker
Author
2015-09-3015-13PERSPECTIVES501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
No.DescriptionDate
FO
R IN-
HOU
SE USE
ONL
Y
FO
R IN-
HOU
SE USE
ONL
YVIEW FROM COLORADO BLVD. LOOKING NORTHEASTVIEW FROM SANTA ANITA AVE. LOOKING WEST
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netA-1.7
Checker
Author
2015-09-3015-13PERSPECTIVES501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
No.DescriptionDate
FO
R IN-
HOU
SE USE
ONL
Y
VIEW FROM WINDSOR ROAD LOOKING EAST
KL
3
1
2
510.00
509.40
510.00509.40
A-3.2.A2
A-3.2.B
2
LIVING
GARAGE
DINING
GARAGE
PWDR.CL
LIVING
ENTRY
KITCHEN
DINING
WD
1
A-4.0
40' - 7"
32' - 7"
4"
19' - 10 3/4"
6' - 3"
12' - 11"
1' - 2 1/4"
13' - 4 1/2"
5' - 3"
3' - 2"
7' - 0 1/4"
3' - 9 1/4"
EQ
EQ
6' - 8 1/4"
6' - 2 3/4"
6' - 1 1/8"
7' - 3 3/8"
EQ
EQ
EQ
EQ
73' - 2"
15' - 10 1/4"
7' - 6 3/4"
15' - 11 3/4"
1' - 2 1/4"
12' - 8"
19' - 11"
6' - 7"
4' - 1 1/2"
3' - 0"
6' - 2 1/2"
6' - 1 1/8"
6' - 6 7/8"
9' - 9"
6' - 2 3/4"
2' - 9"
4' - 7 1/4"
3' - 6"
5' - 0"
1'-11/2"1'-9"2'-53/4"3'-113/4"2'-9"14'-111/2"6'-21/4"2'-11/2"
7'-63/4"7'-43/4"
2'-3"
20'-2"7'-63/4"5'-6"2'-11/2"
EQEQ
1'-6"
UNIT 1
UNIT 2
35'-41/4"
KITCHEN
3
3
4
4
37
37
8
3
2
2
17
3
2
82
17
2
2
6
2
2
126
12 5
6
20
20
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.0.A
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING A501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
First Floor Plan - Building A
N
No.DescriptionDate
KL
3
1
2
1/2"/1'-0"
1/2" / 1'-0"
1/2"/1'-0"
2" / 1'-0"
2" / 1'-0"
2"/1
'-0"2"/1'-0"
1/2"/1'-0"
1/2" / 1'-0"
1
A-4.0
3/8"/1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
3/8"/1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
533.00
3/8" / 1'-0"
3/8" / 1'-0"
3/8"/1'-0
"
533.00
531.82
531.82
Typ.
2' - 0"
Typ.
2' - 0"
Typ
.
2'-0"
40' - 7"
32' - 7"
4"
19' - 10 3/4"
7' - 10 3/4"
11' - 3 1/4"
1' - 2 1/4"
13' - 5 1/2"
15' - 4 1/4"
3' - 9 1/4"
2' - 6"
75' - 8"
4"
2' - 9"
12' - 9 1/4"
7' - 6 3/4"
15' - 10 3/4"
1' - 3 1/4"
13' - 4 1/2"
15' - 5 1/4"
3' - 9 1/4"
2' - 6"
35'-41/4
"
1'-11/2"1'-9"2'-53/4"4'-33/4"2'-9"20'-03/4"9"2'-11/2"
1'-11/2"2'-0"6'-31/4"13'-31/4
"5'-03/4"7'-71/2"
1/2"/1'-0"
1/2" / 1'-0"
4'-9"2'-101/2"
58
51
55
50
53
56
50
53
51
533.00
56
55
52
58
585255
56
53
51
58
5155
58
51
55
54
54
5757
532.00
KL
3
1
2
521.00
521.00
A-3.2.A2
A-3.2.A1
A-3.2.B
1
A-3.2.B
2
M. BEDRM.
BATH
BEDRM. 2
CL
BEDRM. 3
LINEN
DECK
BALCONY
DECK
DECK
BEDRM. 3
CL
M. BEDRM.
W.I.C.M. BATH
BATH
BEDRM. 2
1
A-4.0
UNIT 1
UNIT 2
40' - 7"
32' - 7"
4"
11' - 3 1/4"
1' - 2 1/4"
13' - 4 1/2"
15' - 5 1/4"
3' - 9 1/4"
2' - 6"
75' - 8"
4"
2' - 9"
12' - 9 1/4"
7' - 6 3/4"
15' - 11 3/4"
1' - 2 1/4"
13' - 4 1/2"
19' - 2 1/2"
2' - 6"
1'-11/2"1'-9"2'-53/4"4'-33/4"2'-9"20'-93/4"2'-11/2"
1'-11/2"2'-0"19'-61/2
"5'-03/4"7'-71/2"
4' - 3 1/4"
3' - 6"
5' - 0"
3' - 4 3/8"
4' - 2 3/8"
9' - 9"
6' - 2 3/4"
6' - 1 1/8"
7' - 3 3/8"
5' - 10 1/2"
10' - 4"
3' - 0"
7'-81/4"4'-101/2"4'-101/2"2'-11/4"3'-05/8"2'-01/8"
EQ
EQ
3' - 1 1/2"
4' - 9 1/4"
5' - 0 1/2"
6' - 2 3/4"
6' - 1 1/8"
7' - 3 3/8"
2' - 3 1/2"
9' - 9 3/8"
3' - 4 3/8"
35'-41
/4"
HALL
HALL
2
2
2
2
22
2
2
2
2
2
1
5
5
5
11A
7
15
15
3
3
3
33
7A
3
9A
1211
18
19
18
19
52
W&D
CL
3
M. BATH
W.I.C.
9"
7'-71/2"
11'-10"3'-6"5'-53/4"2'-01/8"2'-35/8"
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
ROOF PLAN KEYNOTESCCRC-Applied Cool Roof, Firestone, TPO.Specified Class-A Built-Up RoofingTyp. Parapet. See detailRoof Drain / Overflow Drain. See
Plumbing Drawings.
Provide installation submittal under Section 075423(Plumbing) for Architect's review. Overflow drainsshall discharge above grade.Roof Eave. For Details, see:Line of Building Below
505153565558
A-9.54
Parapet & Roof Connection. See detail
54
A-9.57
Type A
Type B
Type C
A-9.51
A-9.55
A-9.58
4"x6" Aluminum Gutter with Location of Downspoutbelow.
57
Standing Seam Metal Roof
52
Rooftop Air Conditioning Unit (screened or concealed)
59
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.0.B
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING A501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
2
Roof Plan - Building A 1/4" = 1'-0"
1
Second Floor Plan - Building A
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
4
5
J
A-3.3
4
A-3.33
A-3.3
2
A-3.31
2
A-4.0
509.40
510.00
STOR.
BATH 2BEDRM. 2
ENTRY
KITCHENDININGLIVING
GARAGE
UNIT 335' - 10 1/4"
2' - 6"
19' - 11"
12' - 2 3/4"
10 1/2"
4"
6' - 2 1/2"
3' - 0"
4' - 1 1/2"
6' - 7"
7' - 1 1/2"
2' - 4"
2' - 9 1/4"
81
/2"18'-11/4"45/8"
14'-31/4"3'-10"
11'-8
"5'-63/4"9"
7'-01/2"4'-71/2"3'-1"2'-53/4"
1'-6"
2' - 5"
10' - 7"
5' - 3"
1' - 1 1/4"
7' - 2 1/2"
8' - 10 7/8"
4 5/8"
4' - 11 1/2"
5' - 7 1/2"
EQ
EQ
4' - 2 7/8"
4' - 8"
M
10'-1
"9'-41/2"
19'-51/2"
37'-51/4"
2'-11/2"
3
4
37
8
2
22
3
2
17
2
2
3
3
7
3
3
12
10
6
9
3'-6"12'-73/8
"
1'-111/2"
1'-61/2"
20
4
5
J
2
A-4.0
1/2"/1'-0"
1/2" / 1'-0"
1/2"/1'-0"
1/2" / 1'-0"
2" / 1'-0"
2" / 1'-0"
3/8" / 1'-0"
3/8"/1'-0"
3/8" / 1'-0"
533.00
533.00
531.82
531.82
Typ.
2' - 0"
Typ.
2' - 0"
36' - 10 1/4"
1' - 0"
22' - 5"
3' - 6"
9' - 3 1/4"
8"
111/2"18'-51/4"15'-10"4"
17'-7"1'-111/2"9'-81/2"5'-113/4"4"
1' - 0"
19' - 8 1/4"
15' - 10"
4"
M
1'-101
/2"
37'-51/4"
2"/1'-0"2"/1'-0"
UNIT 3
58
51
57
58
52
55
56
53
50
50
56
53
55
54
54
4
5
J
A-3.3
4
A-3.33
A-3.3
2
A-3.31
2
A-4.0
521.00
M. BEDRM.M. BATH
BATH 3
BEDRM. 3
STUDY
HALL
BALC.
DECK
BEDRM. 4
UNIT 336' - 10 1/4"
1' - 0"
25' - 11"
9' - 3 1/4"
8"
6' - 1 1/2"
6' - 4"
6' - 4"
7' - 1 1/2"
3' - 7 1/2"
2' - 4"
3' - 3 3/4"
111/2"18'-11/4"12'-71/2
"3'-101/2"
2'-41/8"
1'-63/8"
1'-105/8"10'-87/8
"6'-2"3'-0"3'-0"5'-111
/4"
19'-61/2"9'-81/2"6'-33/4"
2'-6"7'-6"9'-61/2"5'-1"4'-71/2"
1' - 0"
19' - 4 1/4"
7' - 2 1/2"
9' - 3 1/2"
4' - 7 1/2"
5' - 6"
5' - 6"
3' - 8 3/4"
5' - 3 7/8"
1' - 10 5/8"
4' - 2 7/8"
5' - 0 5/8"A-2.68
M
1'-101
/2"
37'-51
/4"
3
2
2
2
2
7A
2
26
26
5
5
2 1
13
8
8
3
3A
3A
33
7A
7A
7A
26
23
1523233A3A3A
W&D
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
ROOF PLAN KEYNOTESCCRC-Applied Cool Roof, Firestone, TPO.Specified Class-A Built-Up RoofingTyp. Parapet. See detailRoof Drain / Overflow Drain. See
Plumbing Drawings.
Provide installation submittal under Section 075423(Plumbing) for Architect's review. Overflow drainsshall discharge above grade.Roof Eave. For Details, see:Line of Building Below
505153565558
A-9.54
Parapet & Roof Connection. See detail
54
A-9.57
Type A
Type B
Type C
A-9.51
A-9.55
A-9.58
4"x6" Aluminum Gutter with Location of Downspoutbelow.
57
Standing Seam Metal Roof
52
Rooftop Air Conditioning Unit (screened or concealed)
59
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.1
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING B501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
First Floor Plan - Building B
1/4" = 1'-0"
3
Roof Plan - Building B 1/4" = 1'-0"
2
Second Floor Plan - Building B
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
DN
DN
DN
17
14
F
15
16
GARAGE
C1
B1
W1
F1
LIVINGC1
B1
W1
F1
DININGC1
B1
W1
F1KITCHENCL
C2
B2
W2
F3
PWDR.
C2
B2
W2
F3
PWDR.
C1
B1
W1
F1
ENTRY
C1
B1
W1
F1
ENTRY
C1
B1
W1
F1
LIVING
C1
B1
W1
F1
DINING
510.00
509.40
C1
B1
W1
F1KITCHEN
511.17
511.17
515.17
STOR.
A-3.4.A1
A-3.4.A2
A-3.4.B
1
A-3.4.B
2
4
A-4.0
UNIT 4
UNIT 5
UNIT 6
38' - 1 1/4"
26' - 2 3/4"
26' - 6"
4' - 1"
3' - 0 1/2"
16' - 6 1/2"
14' - 2"
3 1/4"
16' - 0 3/4"
10' - 2"
10' - 2"
16' - 4"
EQ
EQ
2' - 0"
5' - 7 1/2"
2' - 6 1/2"
2' - 6 1/2"
5' - 7 1/2"
2' - 0"
7' - 10 3/4"
8' - 2"
14' - 3 1/2"
2' - 3"
7' - 4"
6' - 10"
4' - 1"
15' - 1 1/2"
18' - 7 1/2"
19' - 0"
7' - 2 3/4"
3 1/4"
3 1/4"
7' - 2 3/4"
19' - 0"
90' - 10"
6' - 2"
8' - 11 1/2"
11' - 9 1/2"
6' - 10"
5' - 9 1/2"
3' - 8"
9' - 6 1/2"
EQ
EQ
EQ
EQ
9' - 6 1/2"
3' - 8"
5' - 9 1/2"
2'-0"10'-0
"9'-81/4"16'-43/4"
9'-23/4"7'-2"EQEQ
2'-0"
1'-61/4"1'-13/4"
4"19'-81/2"2'-93/4"7'-113/4"1'-4"1'-3"
EQEQ
A
36'-1"
1
A-4.2
5
A-4.0
3
3
3
4
1
2
5
6
875
38
30
26
Type A
C1
B1
W1
F1
ENTRY
C1
B1
W1
F1
LIVING C1
B1
W1
F1
DINING C1
B1
W1
F1KITCHEN
30
8
4
1
2
5
6
BALC.
C2
B2
W2
F3
PWDR.
3
3
20
25
4
4
4
4
3
20
15
38
30
10
10
8
8
14
8
2
2
23
17
2
2
37
17
18
6
22
515.17
13
BALC.
BALC.
34
35
34
34
35
35
35
2
4
1
5
6
13
7
5
22
21
22
21
26
Type A
28
28
39
39
39
35
25
25
25
21
32
23
29
34
34
34
29
35
6
13
20
17
14
F
15
16
C1
B3
W1
F4GARAGE
C2
B2
W2
F3LAUNDRY
C2
B2
W2
F3LAUNDRY
C1
B3
W1
F4GARAGE
505.92
505.92
A-3.4.B
1
A-3.4.B
2
4
A-4.0
26' - 2 3/4"
26' - 6"
2 3/4"
20' - 0 1/4"
6' - 2 1/2"
6' - 2 1/2"
20' - 3 1/2"
52' - 11 1/2"
20'-21
/4"15'-103/4"
9' - 10 1/2"
10' - 1 3/4"
EQ
EQ
A
1
A-4.2
5
A-4.0
505.92
505.92
1/4"/1'-0"
1/4"/1'-0
"
C1
B3
W1
F4
STOR
C1
B3
W1
F4
STOR
3
3
17
3
3
17
37
37
38
15
17
18
15
17
18
22
21
21
22
28
28
28
28
38
36
35
35
505.50
505.50
PLANTER
29
34
34
34
35
20
20
20
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
FINISH LEGENDEngineered Wood Flooring O.F.C.I.
FloorsF1
Carpet over pad O.F.C.I.
F2
Porcelain Tile over fiber-cement backer units,complying with TCNA assembly F144-11, withwaterproof membrane O.F.C.I.
F3
Polished Concrete
F4
Eggshell Latex
WallsW1
Low-Sheet Latex (Bath & Laundry)
W2
(All painted 5/8" Type X gypsum wallboard)Typical base: 6" high, square, painted
BaseB1
Porcelain Tile base installed over cementitious backerunits. Provide allowance of $8/sf (tile material only)
B2
[No base]
B3
Eggshell Latex
CeilingsC1
Low-Sheet Latex (Bath & Laundry)
C2
(All painted 5/8" Type X gypsum wallboard)PLAN GENERAL NOTESRefer to accessibility sheets (G-1 Series) for additionalinformation & requirements.
1.
Install all bathroom accessor
ies (towel bars, robe hooks,TP dispensers, shelves & other miscellaneous items)whether illustrated or not.
2.
Refer to Plumbing drawings for fixture schedule.
3.
See Electrical drawings for lighting information & req's.
4.
Electrical receptacles, switches, & controls should notbe located higher than 48" measured from the top of thereceptacle box, and no less than 15" measured from thebottom of the receptacle box.See Section 1136A or G-1.1 for additional notes.
5.
Install all Owner-provided appliances.
6.
Tile at backspash/wainscot in kitchens shall beinstalled over cementitious backer units. Comply withTCNA Assembly W244C-11, with optional vaporretarder membrane. Tile backsplash to be 6" inBathrooms and to underside of upper cabinets inKitchens.
7.
Tile at walls in other wet areas installed overcementitious backer units. Installation shall conformwith TCNA Assembly B415-11.
8.
Provide door signal devices per Section 1132A.10.
9.
All Interior Walls are Type XX U.N.O.
10.
All Interior Doors are Type XX dimensioned with hingeside jamb 4" away from perpendicular wall U.N.O.
11.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.2.A
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING C501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
2
First Floor Plan - Building C 1/4" = 1'-0"
1
Garage Floor Plan - Building C
N
No.DescriptionDate
17
14
F
15
16
2" / 1'-0"
1/2"/1
'-0"1/2"/1'-0
"1/2"/1
'-0"1/2"/1
'-0"
2"/1'-0"
1/2" / 1'-0"
2" / 1'-0"
535.91
535.91
4
A-4.0
536.17
3/8" / 1'-0"
3/8"/1'-0"3/8"/1'-0"
3/8"/1'-0"3/8"/1'-0"
3/8" / 1'-0"3/8" / 1'-0"
3/8"/1
'-0"3/8"/1'-0
"
3/8" / 1'-0"3/8" / 1'-0"
538.50
538.50
538.50
538.50
536.17
38' - 1 1/4"
26' - 2 3/4"
26' - 6"
4' - 1"
3' - 4 1/2"
10' - 7 17/32"
19' - 8 31/32"
3 1/4"
16' - 0 3/4"
2' - 1 1/2"
8' - 0 1/2"
8' - 0 1/2"
2' - 1 1/2"
16' - 4"
1' - 1 1/2"
18' - 7 1/2"
3 1/4"
18' - 8 3/4"
7' - 6"
7' - 6"
19' - 0"
9"
91' - 7"
2'-0"8'-5"12
'-101/4
"11'-63/4"3'-3"
2'-0"4"6'-03/4"10"12'-93/4"2'-93/4"7'-73/4"
2'-0"10'-33
/4"12'-63
/4"10'-8"1'-31/2"3'-3"
1' - 3"
Typ
.
2'-0"
Typ.
2' - 0"
Typ
.
2'-0"
Typ.
2' - 0"
Typ.
2' - 0"
1' - 8"
Typ
.
2'-0"
Typ
.
2'-0"
2' - 2 1/4"
16' - 5 1/4"
8' - 9 3/8"
9' - 11 3/8"
10' - 9"
8' - 3"
4'-63/4"8'-31/2"
1'-01/4"11'-61/2
"
2'-113/4"
A-2.61
A
36'-1"
1
A-4.2
5
A-4.0
56
53
51
55
Type A
57
57
57
57
57
56
53
50
55
57
Type C
51
58
54
54
54
54
58
51
55
Type A
53
53
50
56
58
52
55
Type A
1
1
1
54
55Type A58
50
53
56
51
50
53
2"/1'-0"2"/1'-0"
52
52
54
59
17
14
F
15
16
M. BEDRM.
W.I.C.
M. BATH
BEDRM. 3
BATH
CL
STUDY
BEDRM. 2
LINEN
CL
M. BATH
521.00
526.17
M. BEDRM.
W.I.C.
BATH
LINEN
CL
BEDRM. 3
CL
HALL
526.17
A-3.4.A1
A-3.4.A2
A-3.4.B
1
A-3.4.B
2
BEDRM. 2
4
A-4.0
UNIT 4
UNIT 5
UNIT 6
38' - 1 1/4"
26' - 2 3/4"
26' - 6"
4' - 1"
3' - 0 1/2"
4"
10' - 7 1/2"
19' - 9"
3 1/4"
16' - 0 3/4"
10' - 2"
10' - 2"
16' - 4"
EQ
EQ
7' - 10 3/4"
8' - 2"
2' - 0 1/8"
8' - 7 3/8"
3' - 4"
9' - 7"
6' - 10"
4' - 1"
15' - 1 1/2"
18' - 7 1/2"
19' - 0"
7' - 2 3/4"
3 1/4"
3 1/4"
7' - 2 3/4"
19' - 0"
9"
91' - 7"
6' - 2"
8' - 11 1/2"
11' - 9 1/2"
6' - 10"
5' - 9 1/2"
3' - 8"
9' - 6 1/2"
EQ
EQ
EQ
EQ
9' - 6 1/2"
3' - 8"
5' - 9 1/2"
2'-0"8'-5"12'-101/4"14'-93/4"
7'-73/4"7'-2"EQ
EQ
2'-0"
1'-61/4"1'-13/4"
4"6'-103/4"15'-71/2"7'-73/4"4"1'-4"1'-3"
EQEQ3'-43/8"4'-33/8"9'-71/2"6'-0"
6' - 9 1/2"
3' - 4 1/2"
3' - 4 1/2"
6' - 9 1/2"
2' - 0 1/8"
A
36'-1"
1
A-4.2
5
A-4.0
Type A
Type AM. BATH
M. BEDRM.
W.I.C.
BATH
LINEN
CL
BEDRM. 3
CLHALL
BEDRM. 2
7A
7A
25
25
8
8
1
1
5
5
1
1
7A
7A
14
14
34
35
35
35
9
10
137
7
13
BALC.
26
Type A
12
29
1
5
5
16
3
3
9A9A
3A
16
17
3234
25
35
35
118
23
238
9
10
12
29
13
7
5
9
10
12
13
7
5
8
34
31
31
21
21
21
33
33
33
5
5
5
5
7
7
30
30
30
13
13
32
24
24
24
40
40
40
2323
23
23
2323
23
23
23
29
34
34
34
29
29
29
35
8
8
8
11
11
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
ROOF PLAN KEYNOTESCCRC-Applied Cool Roof, Firestone, TPO.Specified Class-A Built-Up RoofingTyp. Parapet. See detailRoof Drain / Overflow Drain. See
Plumbing Drawings.
Provide installation submittal under Section 075423(Plumbing) for Architect's review. Overflow drainsshall discharge above grade.Roof Eave. For Details, see:Line of Building Below
505153565558
A-9.54
Parapet & Roof Connection. See detail
54
A-9.57
Type A
Type B
Type C
A-9.51
A-9.55
A-9.58
4"x6" Aluminum Gutter with Location of Downspoutbelow.
57
Standing Seam Metal Roof
52
Rooftop Air Conditioning Unit (screened or concealed)
59
FINISH LEGENDEngineered Wood Flooring O.F.C.I.
FloorsF1
Carpet over pad O.F.C.I.
F2
Porcelain Tile over fiber-cement backer units,complying with TCNA assembly F144-11, withwaterproof membrane O.F.C.I.
F3
Polished Concrete
F4
Eggshell Latex
WallsW1
Low-Sheet Latex (Bath & Laundry)
W2
(All painted 5/8" Type X gypsum wallboard)Typical base: 6" high, square, painted
BaseB1
Porcelain Tile base installed over cementitious backerunits. Provide allowance of $8/sf (tile material only)
B2
[No base]
B3
Eggshell Latex
CeilingsC1
Low-Sheet Latex (Bath & Laundry)
C2
(All painted 5/8" Type X gypsum wallboard)PLAN GENERAL NOTESRefer to accessibility sheets (G-1 Series) for additionalinformation & requirements.
1.
Install all bathroom accessor
ies (towel bars, robe hooks,TP dispensers, shelves & other miscellaneous items)whether illustrated or not.
2.
Refer to Plumbing drawings for fixture schedule.
3.
See Electrical drawings for lighting information & req's.
4.
Electrical receptacles, switches, & controls should notbe located higher than 48" measured from the top of thereceptacle box, and no less than 15" measured from thebottom of the receptacle box.See Section 1136A or G-1.1 for additional notes.
5.
Install all Owner-provided appliances.
6.
Tile at backspash/wainscot in kitchens shall beinstalled over cementitious backer units. Comply withTCNA Assembly W244C-11, with optional vaporretarder membrane. Tile backsplash to be 6" inBathrooms and to underside of upper cabinets inKitchens.
7.
Tile at walls in other wet areas installed overcementitious backer units. Installation shall conformwith TCNA Assembly B415-11.
8.
Provide door signal devices per Section 1132A.10.
9.
All Interior Walls are Type XX U.N.O.
10.
All Interior Doors are Type XX dimensioned with hingeside jamb 4" away from perpendicular wall U.N.O.
11.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.2.B
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING C501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
2
Roof Plan - Building C 1/4" = 1'-0"
1
Second Floor Plan - Building C
N
No.DescriptionDate
21
18
F
19
20
GARAGE
LAUNDRY
GARAGE
LAUNDRY
GARAGE
505.92
505.92
505.92
A-3.5.A2
15'-103/4"20'-21/4"
26' - 6"
26' - 6"
26' - 6"
79' - 6"
6' - 6 1/2"
19' - 11 1/2"
20' - 3 1/2"
6' - 2 1/2"
6' - 2 1/2"
20' - 3 1/2"
9' - 11 1/2"
10' - 0"
10' - 0"
10' - 3 1/2"
10' - 0"
10' - 3 1/2"
3'-6"16'-81/4"15'-103/4"
3'-6"
A
W
D
WD
LAUNDRY W
D
37
37
37
3
17
17
17
3
3
3
3
3
20
20
20
20
20
21
18
F
19
20
KITCHENDINING
LIVING
ENTRY
511.17
KITCHENLIVING
PWDR.
ENTRY
DINING
515.17
515.17
515.17
515.17
511.17
515.17
522.50
515.17
DINING
KITCHENLIVING
ENTRY
PWDR.
BALC.BALC.
BALC.
BALC.515.17
A-3.5.A
A-3.5.B
1
A-3.5.B
2
A-3.5.A1
2
2
A-4.1
4
A-4.0
UNIT 7
UNIT 9
UNIT 879' - 6"
8' - 3"
18' - 3"
6"
18' - 6"
7' - 2 3/4"
3 1/4"
3 1/4"
7' - 2 3/4"
19' - 0"
4' - 4 1/2"
3' - 10 1/2"
8' - 1 1/2"
3' - 8"
6' - 5 1/2"
5' - 3 1/2"
3' - 8"
9' - 6 1/2"
EQ
EQ
EQ
EQ
9' - 6 1/2"
3' - 8"
5' - 9 1/2"
2'-0"10'-0"9'-81/4"16'-43/4
"
EQ
EQ9'-23/4"7'-2"
26' - 6"
26' - 6"
26' - 6"
11' - 8"
14' - 10"
6"
15' - 10"
10' - 2"
10' - 2"
16' - 4"
EQ
EQ
EQ
EQ
2' - 0"
5' - 7 1/2"
2' - 6 1/2"
2' - 6 1/2"
5' - 7 1/2"
2' - 0"
3' - 4 1/8"
5' - 0 1/2"
3' - 3 3/8"
7' - 7"
7' - 3"
7"5'-8"
9"1'-3"6'-3"24'-8"3'-11"1'-3"
12'-81/8"11'-117/8"
20
25
A
36'-1"
3
3
3
4
4
4
2
2
2
8
3
3
10
10
10
4
4
4
4
4
4
20
8
3
3
8
21
14
See Unit 5
See Unit 6
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.3.A
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING D501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
Garage Floor Plan - Building D 1/4" = 1'-0"
2
First Floor Plan - Building D
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
21
18
F
19
20
1/2"/1'-0"1/2"/1'-0"1/2"/1'-0
"1/2"/1'-0"
1/2"/1'-0"1/2"/1'-0"
535.91
535.91
535.91
3/8"/1'-0"3/8"/1'-0"
3/8" / 1'-0"3/8" / 1'-0"
3/8"/1
'-0"3/8"/1'-0
"
3/8" / 1'-0"3/8" / 1'-0"
538.50
538.50
538.50
538.50
3/8"/1'-0"3/8"/1'-0"
3/8" / 1'-0"
538.50
A-2.61
79' - 6"
7' - 5 1/8"
3' - 5 7/8"
14' - 10"
6"
18' - 6"
7' - 6"
7' - 6"
19' - 0"
9"
5' - 8 1/16"
9' - 1 15/16"
8' - 9 7/16"
9' - 8 9/16"
10' - 9"
8' - 3"
2'-0"8'-5"12'-101/4"11'-63
/4"3'-3"
26' - 6"
26' - 6"
26' - 6"
9"
10' - 11"
14' - 10"
6"
15' - 10"
2' - 1 1/2"
8' - 0 1/2"
8' - 0 1/2"
2' - 1 1/2"
16' - 4"
9"
1'-3"
1'-3"10'-81/2"12'-63/4"9'-03/4"1'-3"1'-3"
9"
10'-33/4"12'-63
/4"10'-81/2
"1'-3"2'-0"
8'-31/2"4'-63/4"
A
36'-1"
1
1
1
50
53
51
55
56
53
50
58
51
55
50
53
56
5155
50
58
51
55
56
53
50
58
51
55
505558
54
54
54
54
56
21
18
F
19
20
A-3.5.A
A-3.5.B
1
A-3.5.B
2
A-3.5.A1
2
M. BEDRM.
M. BATH
W.I.C.HALL
BATH
BEDRM. 3
CL
CL
BEDRM. 2
LINEN
M. BEDRM.
M. BATH
W.I.C.HALL
BATH
BEDRM. 2
CL
CL
BEDRM. 3
LINEN
M. BEDRM.
M. BATH
HALLW.I.C.
BATH
BEDRM. 3
CL
BEDRM. 2
CL
LINEN
526.17
526.17
526.17
2
A-4.1
4
A-4.0
UNIT 7
UNIT 9
UNIT 879' - 6"
9"
7' - 6"
18' - 3"
6"
18' - 6"
7' - 2 3/4"
3 1/4"
3 1/4"
7' - 2 3/4"
19' - 0"
3' - 7 1/2"
3' - 10 1/2"
8' - 1 1/2"
3' - 8"
6' - 5 1/2"
5' - 3 1/2"
3' - 8"
9' - 6 1/2"
EQ
EQ
EQ
EQ
9' - 6 1/2"
3' - 8"
5' - 9 1/2"
2'-0"8'-5"12'-101
/4"14'-93
/4"
EQEQ7'-73/4"7'-2"
26' - 6"
26' - 6"
26' - 6"
9"
10' - 11"
14' - 10"
6"
15' - 10"
10' - 2"
10' - 2"
16' - 4"
EQ
EQ
EQ
EQ
7' - 3 1/2"
7' - 7"
7' - 3"
9"
1'-3"
1'-3"10'-81/2"21'-71/2"1'-3"
1'-3"
2'-31/4"8'-51/4"6'-33/8"6'-33/8"6'-91/2"2'-31/4"
7"
91/8
"
6' - 9 1/2"
3' - 4 1/2"
3' - 4 1/2"
6' - 9 1/2"
3' - 7 1/2"
A
36'-1"
A-2.61
33
33
33
2
2
2
2
2
2
2
2
5
1
1
2
2
2
2
2
2
22
1
1
2
2
2
2
2
2
1
2
5
1
2
8A
7A
8A
7A13
14
14
7A
7A
7A
7A
7
7
8
8
25
25
5
8A
9
8A
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
ROOF PLAN KEYNOTESCCRC-Applied Cool Roof, Firestone, TPO.Specified Class-A Built-Up RoofingTyp. Parapet. See detailRoof Drain / Overflow Drain. See
Plumbing Drawings.
Provide installation submittal under Section 075423(Plumbing) for Architect's review. Overflow drainsshall discharge above grade.Roof Eave. For Details, see:Line of Building Below
505153565558
A-9.54
Parapet & Roof Connection. See detail
54
A-9.57
Type A
Type B
Type C
A-9.51
A-9.55
A-9.58
4"x6" Aluminum Gutter with Location of Downspoutbelow.
57
Standing Seam Metal Roof
52
Rooftop Air Conditioning Unit (screened or concealed)
59
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.3.B
Checker
Author
2015-09-3015-13
FOOR PLANS - BUILDING D501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
2
Roof Plan - Building D 1/4" = 1'-0"
1
Second Floor Plan - Building D
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
22
23
EB
CD
GARAGEGARAGEGARAGEGARAGE
505.92505.92505.92505.92
A-3.6.A1
A-3.6.A2
A-3.6.B
1
A-3.6.A
3
WD
4
A-4.1
27'-1"22'-2"22'-2"22'-2"
4'-11"22'-2"
11'-1
"11'-1
"EQ
EQ
EQEQEQEQ
33' - 7 1/8"
10' - 4 3/8"
18' - 0"
7 5/8"
4' - 9 3/8"
3' - 2 1/8"
7' - 0"
33' - 7 1/8"
10' - 4 3/8"
17' - 0"
7 5/8"
5' - 9 3/8"
10' - 2 1/8"
4'-11
"9'-011/16"8'-71/8"4'-63/16"17'-73
/4"4'-61/4"4'-61/4"17'-73/4"17'-51
/8"4'-87/8"
LAUNDRY
A
93'-7"
37
17171717
3333
3
20 202020
22
23
EB
CD
CL
ENTRY
LIVING
KITCHEN
DINING
PWDR.
KITCHEN
DINING
CL
PWDR.
ENTRYCL
515.17515.17
510.58
LIVING
DINING
CL
PWDR.
ENTRYCL
KITCHEN
BATH 1
BEDRM. 1
CL
CL
KITCHEN
DINING
LIVING
ENTRY
HALL
BALC.515.17
515.17BALC.515.17
515.17515.17
510.58
510.58
LIVING
A-3.6.A1
A-3.6.A2
A-3.6.B
1
A-3.6.B
2
A-3.6.A
3
4
A-4.04
A-4.1
BALC.
UNIT 10UNIT 11UNIT 12UNIT 13
14'-101/2"4'-101/4"7'-1"31/4"14'-10"7'-4"7'-4"14'-10"31/4"15'-43/4"6'-6"
45' - 11 1/2"
1' - 0"1' - 0"
27' - 8 1/4"
16' - 3 1/4"
6
'
- 2 1/2"
1
4' - 0"
1
'- 2
"
EQ
EQ
8' - 6"
14' - 4"
4' - 10 1/4"
21'
- 4 1
/2"
27'-1"22'-2"22'-2"22'-2"
16'-10"9'-113/4"31/4"14'-8"7'-23/4"31/4"31/4"7'-23/4"14'-8"31/4"16'-43/4"5'-6"
5'-33/4"3'-8"3'-8"3'-9"6'-21/2"3'-8"4'-91/2"EQ
EQEQEQ4'-91/2"3'-8"6'-21/2"EQEQ6'-4"10'-6"
EQEQ7'-33/8"7'-65/8"2'-8"4'-8"4'-8"2'-8"7'-65/8"7'-33/8"7'-03/4"8'-4"2'-6"4'-0"
1' - 0"1' - 0"
8' - 9"
31' - 2 1/2"
2' - 9"
1' - 3"
2' - 0"
7"
6' - 11 1/2"5' - 2"
3' - 7"
6' - 9"
5' - 4"
10' - 3"
5' - 4"
3' - 6 1/2"
43' - 11 1/2"
A
93'-7"
3
33
3
4
44
4
8
2
2
2
10
2
2
10
8
2
2
2
10
2
2
5
2
20
11
6
8
8
3
444
4444
33
2020
12
SeeUnit11
3
4' - 2"
3' - 4"
3
3
21
6
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.4.A
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING E501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
Garage Floor Plan - Building E
1/4" = 1'-0"
2
First Floor Plan - Building E
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
22
23
EB
CD
1/2" / 1'-0"
1/2" / 1'-0"
1/2"/1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
535.91
3/8"/1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
3/8"/1'-0"
535.91
3/8"/1'-0"
3/8"/1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
538.50538.50
538.50538.50
A-2.63
15'-01/4"11'-91/2"31/4"14'-10"7'-4"7'-4"14'-10"31/4"21'-103/4"
45' - 11 1/2"
27'-1"22'-2"22'-2"22'-2"
16'-10"9'-113/4"31/4"14'-8"7'-6"7'-6"14'-8"31/4"21'-103/4"
1' - 0"1' - 0"
41' - 11 1/2"
9"
1' - 3"
Typ.
1' - 11 7/8"
43' - 11 1/2"
6
'- 5
"
1
3' - 4"
1
'- 9
"
21'-
6"
1' - 0"1' - 0"
18' - 0"
9' - 8 1/4"
15' - 0 1/4"
1' - 3"
10"
12' - 6"
13' - 4"
Typ
.
2'-0"
Typ.
2' - 0"
1' - 0"
24' - 6 1/4"
10' - 5 1/4"
7' - 0"
2' - 0"
1' - 3"
Typ.2'- 0"
Ty
p.
2' -
0"
2' - 0"3' - 0"
Typ
.
2'-0"
Typ.
2' - 0"
Typ.2'- 0"
UNIT 10UNIT 11UNIT 12UNIT 13A
93'-7
"
2' - 0"
2"/ 1'-0"
2
"/ 1'-0"
2"/ 1'-0"
2
"/ 1'-0"
555158
55515856505550535650585155
585155565350
585255
555158
51
54515556535058
54
54
54
59595959
22
23
EB
CD
BEDRM. 3
CL
BEDRM. 2
CL
HALL
LAUNDRY
M. BEDRM.
W.I.C.
M. BATH
HALL
BATHLINEN
CL
BEDRM. 2
CL
HALL
LAUNDRY
M. BEDRM.
W.I.C.
M. BATH
HALL
BATHLINEN
BEDRM. 3
CL
BEDRM. 2
CL
HALL
LAUNDRY
W.I.C.
M. BATH
HALL
BATHLINEN
BEDRM. 3
526.17526.17526.17526.17
BATH
HALL
LINEN
CL
BEDRM. 3
W.I.C.
CLBEDRM. 2
M. BATH
M. BEDRM.
A-3.6.A1
A-3.6.A2
A-3.6.B
1
A-3.6.B
2
A-3.6.A
3
W&DW&DW&D
4
A-4.04
A-4.1
15'-01/4"11'-91/2"31/4"14'-10
"7'-4"7'-4"14'-10"31
/4"15'-43
/4"6'-6"
45' - 11 1/2"
1' - 0"1' - 0"
18' - 0"
9' - 8 1/4"
16' - 3 1/4"
EQ
EQ
8' - 6"
9' - 6"
EQ
3' - 10 1/2"
EQ
27'-1
"22'-2"22'-2"22'-2
"
16'-10
"9'-113/4
"31
/4"14'-8"7'-23/4"31/4"31/4"7'-23/4"14'-8
"31/4
"16'-43/4"5'-6"
5'-33/4"3'-8"3'-8"3'-9"EQEQEQEQ
6'-4"10'-6"
7'-33/8"7'-65/8"3'-10"3'-6"3'-6"3'-10"7'-65/8"7'-33/8"7'-03/4"8'-4"3'-0"3'-6"
1' - 0"1' - 0"
41' - 11 1/2"
9"
1' - 3"
1' - 1 1/8"10 7/8"
1' - 10"
8' - 2"
8' - 2"
11' - 5 1/2"
12' - 4"
43' - 11 1/2"
6
'- 1
"
1
4' - 0"
1
'- 2
"
21'
- 3"
2' - 1
1"
3' -
2"
M. BEDRM.
A
93'-7"
A-2.63
11A
2
1
2
22
1
2
4
11A
2
2
1
2
2
22
1
2
5
4
2
2
1
2
2
22
1
2
5
4
2
2
1
2
1
2
5
2
22
11
33
3
3
8
13
16
3
777
3
3
1414
7A7A7A7A
33
25
2
5
26
5'-3"3'-8"2'-101/2"
6'-21/2"3'-8"4'-91/2"5'-03/4"3'-8"6'-21/2"EQEQ
UNIT 10UNIT 11UNIT 12UNIT 13
3
3
11
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.4.B
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING E501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
2
Roof Plan - Building E
1/4" = 1'-0"
1
Second Floor Plan - Building E
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
13
GH
9
10
11
12
505.92
505.92
GARAGE
A-3.7.A1
A-3.7.B2
505.92
505.92
LAUNDRY
CL
GARAGE
LAUNDRY
CL
GARAGE
LAUNDRY
CL
GARAGE
LAUNDRY
M
ATCH
LIN
E
2
A-4.1
3
A-4.1
27' - 6"
27' - 6"
27' - 6"
27' - 6"
21' - 3 1/2"
6' - 2 1/2"
6' - 2 1/2"
21' - 3 1/2"
21' - 3 1/2"
6' - 2 1/2"
6' - 2 1/2"
21' - 3 1/2"
4"
110' - 4"
10' - 5 3/4"
10' - 9 3/4"
10' - 9 3/4"
10' - 5 3/4"
10' - 5 3/4"
10' - 9 3/4"
EQ
EQ
19'-55
/8"85/8
"15'-103/4"
36'-1"
2
A-4.2
37
37
37
37
17
17
17
17
3
3
1
3
1
3
3
1
3
3
20
20
20
20
20
20
20
13
G H
9
10
11
12
515.17
510.00
LIVING
A-3.7.A1
A-3.7.B2
PWDR.
ENTRY
DINING
KITCHEN
DECK
LIVING
ENTRY
DINING
KITCHEN
DECKPWDR.515.17
KITCHEN
LIVING
ENTRY
KITCHEN
DECK
DINING
515.17515.17510.00PWDR.
PWDR.
DINING
515.17
ENTRY
LIVING
522.50
522.50
M
ATCH
LIN
E
2
A-4.1
3
A-4.1
UNIT 16
UNIT 15
UNIT 14
UNIT 17
1' - 6"
15' - 10"
10' - 2"
10' - 2"
15' - 10"
1' - 6"
16' - 8 3/4"
10' - 2"
7 1/4"
3' - 7 5/8"
7' - 1"
4' - 2 7/8"
12' - 6 1/2"
EQ
EQ
2' - 0"
5' - 1 1/2"
3' - 0 1/2"
3' - 0 1/2"
5' - 1 1/2"
2' - 0"
EQ
EQ
7' - 6 1/2"
9' - 2 1/4"
2' - 7 1/4"
5' - 1"
2' - 5 3/4"
EQ
EQ
6' - 0"
6' - 6 1/2"
36'-1
"
4'-21/2"12'-37/8"19'-65
/8"1'-3"
6'-67/8"8'-63/4"4'-5"
1'-6"
11"4'-3"
3'-11"
1'-3"
27' - 6"
27' - 6"
27' - 6"
27' - 6"
1' - 6"
18' - 6"
7' - 2 3/4"
3 1/4"
3 1/4"
7' - 2 3/4"
18' - 6"
1' - 6"
20' - 0"
7' - 2 3/4"
3 1/4"
5' - 3 1/2"
3' - 8"
9' - 6 1/2"
EQ
EQ
EQ
EQ
9' - 6 1/2"
3' - 8"
5' - 3 1/2"
7' - 1 1/2"
3' - 8"
9' - 2 1/2"
EQ
EQ
5' - 2 1/2"
11' - 9 1/2"
3' - 8"
3' - 8"
3' - 2"
6'-3"1'-3"
5'-8"7"2'-0"
2
A-4.2
3
3
3
3
4
4
4
4
2
2
2
8
8
8
10
10
10
2
12
4
4
4
4
4
4
20
20
21
3
3
3
224
4
4
4
12
See Unit 16
55
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.5.A
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING F501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
Garage Floor Plan - Building F - East 1/4" = 1'-0"
2
First Floor Plan - Building F - East
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
13
G H
9
10
11
12
526.17
526.17
A-3.7.A1
A-3.7.B2
A-3.7.C
1
BEDRM. 2
CL
CL
BEDRM. 3
LINEN
HALLM. BEDRM.
BATH
M. BEDRM.
M. BATH
526.17
BEDRM. 2
CL
CL
BEDRM. 3
LINEN
HALLM. BEDRM.
BATH
M. BEDRM.
M. BATH
526.17
BEDRM. 2
CL
CL
BEDRM. 3
LINEN
HALLM. BEDRM.
BATH
M. BEDRM.
M. BATH
BALC.
BALC.
BALC.
BALC.
M. BATH
W.I.C.
M. BEDRM.BATH
HALL
BEDRM. 3
CL
BEDRM. 2CL
M
ATCH
LIN
E
2
A-4.1
3
A-4.1
1' - 6"
15' - 10"
10' - 2"
10' - 2"
15' - 10"
1' - 6"
16' - 4 3/4"
10' - 6"
7 1/4"
14' - 11 1/2"
12' - 6 1/2"
EQ
EQ
EQ
EQ
7' - 6 1/2"
8' - 10 1/4"
7' - 2 1/8"
7' - 9 3/8"
6' - 0"
6' - 6 1/2"
36'-1"
16'-63/8
"19'-65/8"1'-3"
4'-21/2"4'-13/4"8'-21/8"6'-67/8"8'-63/4"4'-5"
11
"1'-7"
1'-3"
1'-3"
27' - 6"
27' - 6"
27' - 6"
27' - 6"
1' - 6"
18' - 6"
7' - 2 3/4"
3 1/4"
3 1/4"
7' - 2 3/4"
18' - 6"
1' - 6"
20' - 0"
7' - 2 3/4"
3 1/4"
5' - 3 1/2"
3' - 8"
9' - 6 1/2"
EQ
EQ
EQ
EQ
9' - 6 1/2"
3' - 8"
5' - 3 1/2"
7' - 1 1/2"
3' - 8"
9' - 2 1/2"
7' - 2 3/4"
5' - 2 1/2"
11' - 9 1/2"
3' - 8"
3' - 8"
2' - 10"
4"
1'-41/8"1'-3"
1'-41/8"
2'-0"
EQ
EQ
6' - 9 1/2"
3' - 4 1/2"
3' - 4 1/2"
6' - 9 1/2"
UNIT 16
UNIT 15
UNIT 14
UNIT 17
A-2.69
A-2.61
2
A-4.2
33
33
33
33
2
2
2
2
2
2
2
2
5
2
1
2
2
2
2
2
2
2
2
5
2
1
2
2
2
2
2
2
2
2
5
1
1
2
5
2
5
2
1
2
2
2
7A
8
8
16
15
11A
11A
8
14
14
7
7
7A
7A
7A
7A
7
27
24
7
7
7
242413
G H
9
10
11
12
1/2"/1'-0
"
1/2" / 1'-0"
1/2"/1'-0
"1/2"/1'-0"
5/8" / 1'-0"
1/2"/1'-0"1/2"/1'-0"1/2"/1'-0"1/2"/1'-0"
535.91
535.91
2
A-4.1
3
A-4.1
3/8"/1'-0"
3/8" / 1'-0"
535.913/8" / 1'-0"
3/8"/1'-0"
538.50
537.67
538.50
538.50
A-2.61
110' - 0"
1' - 6"
15' - 10"
10' - 2"
10' - 2"
15' - 10"
1' - 6"
15' - 10 1/4"
6 1/2"
10' - 10"
3 1/4"
14' - 7 1/2"
12' - 10 1/2"
36'-1"
3'-9"12'-5"19'-11"1'-3"
1'-3"1'-3"
1'-6"
27' - 6"
27' - 6"
27' - 6"
27' - 6"
1' - 6"
18' - 6"
7' - 6"
7' - 6"
18' - 6"
1' - 6"
20' - 0"
7' - 2 3/4"
3 1/4"
27' - 2"
4"
8' - 0 3/8"
10' - 5 5/8"
10' - 5 5/8"
8' - 0 3/8"
9' - 6 3/8"
10' - 5 5/8"
3' - 11 5/8"
23' - 6 3/8"
1'-3"1'-3"
9'-95/8"
12'-113
/4"
Typ
.
2'-0"
Typ.
2' - 0"
Typ
.
2'-01/8"
Typ
.
2'-0"
4'-6"
Typ
.
1'-117/8"
3/8"/1'-0"
3/8" / 1'-0"
538.50
3/8"/1'-0"
3/8" / 1'-0"
3/8" / 1'-0"
3/8"/1'-0
"
2
A-4.2
1
1
1
1
3'-101/2
"16'-01
/2"
2"/1
'-0"
2" / 1'-0"
2"/1'-0
"
2" / 1'-0"
53
50
56
58
51
55
56
50
53
55
51
58
55
51
58
58
52
55
56
55
51
58
56
53
50
58
51
55
56
50
53
51
5450
54
54
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.5.B
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING F501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
Second Floor Plan - Building F - East 1/4" = 1'-0"
2
Roof Plan - Building F - East
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
6
7
GH
8
9
505.92
505.92
A-3.7.A2
A-3.7.B1
A-3.7.C
2
GARAGE
GARAGE
LAUNDRY
LAUNDRY CL
M
A
TCHLINE
27' - 6"
27' - 6"
21' - 3 1/2"
6' - 2 1/2"
6' - 2 1/2"
21' - 3 1/2"
10' - 9 3/4"
10' - 5 3/4"
10' - 5 3/4"
10' - 9 3/4"
55' - 0"
1'-0"
3'-6"
15'-103
/4"20'-21
/4"
FOR FINISHES & KEYNOTES,SEE UNIT 15
FOR FINISHES & KEYNOTES,SEE UNIT 14
37
37
17
17
20
A-1.3
12
20
CL
6
7
G H
8
9
509.40
510.00
515.17510.00
510.00515.17
A-3.7.A2
A-3.7.B1
A-3.7.C
2
PWDR.
ENTRY
LIVINGKITCHENDINING
ENTRY
BEDRM. 1ENTRY
LIVING
DINING
KITCHEN
PWDR.
DECK 515.17
M
A
TCHLIN
E
1
A-4.1HALL
UNIT 20
UNIT 19
UNIT 18
108' - 9 1/2"
53' - 9 1/2"
27' - 6"
27' - 6"
9"
21' - 1"
16' - 6 5/8"
15' - 1 5/8"
3 1/4"
3 1/4"
7' - 2 3/4"
20' - 0"
10' - 1"
11' - 0"
7' - 8 1/8"
8' - 10 1/2"
7' - 9 5/8"
7' - 4"
2' - 6 3/4"
3' - 8"
3' - 8"
12' - 2 3/4"
5' - 4 1/2"
EQ
EQ
9' - 2 1/2"
3' - 8"
7' - 1 1/2"
36'-1"
2'-3"4'-5"17'-0"6'-3"3'-8"1'-6"1'-0"1'-3"
EQ3'-11/2"3'-11/2"EQ
16' - 6"
10' - 8 1/8"
5' - 3"
6' - 6"
14' - 7 1/8"
3 1/4"
7 1/4"
12' - 0"
4' - 6"
7' - 1"
3' - 3 3/4"
3 1/4"
10' - 2"
17' - 0 3/4"
9' - 0 3/4"
8' - 0"
2' - 9 3/4"
5' - 1"
2' - 3 1/4"
EQ
EQ
EQ
EQ
7' - 3 1/8"
7' - 4"
EQ
EQ
EQ
EQ
EQ
EQ
7' - 0"
3' - 0"
6' - 6"
6'-3"1'-3"
1'-3"3'-11"
1'-6"
3'-9"
2'-3"9"
1'-6"
FOR FINISHES & KEYNOTES,SEE UNIT 15
FOR FINISHES & KEYNOTES,SEE UNIT 14
3
3
3
4
4
4
22
2
3
3
2
2
17
2
8
12
10
2
2
4
4
21
3
22
3
12
8
3
2
2
22
9
11
4
4
4
4
6
20
A-1.3
12
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.5.C
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING F501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
Garage Floor Plan - Building F - West 1/4" = 1'-0"
2
First Floor Plan - Building F - West
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
6
7
G H
8
9
2" / 1'-0"
2" / 1'-0"
1/2"/1'-0"
1/2"/1'-0"
1/2" / 1'-0"
1/2"/1'-0"1/2"/1'-0"
1 1/2" / 1'-0"
1/2" / 1'-0"
1/2"/1
'-0"
1/2" / 1'-0"
3/4" / 1'-0"
1/2"/1'-0"
1/2"/1'-0
"
M
A
TCHLIN
E
535.91
1
A-4.1
3/8"/1'-0"
1/2"/1
'-0"
3/8"/1
'-0"
3/8" / 1'-0"
3/8" / 1'-0"
3/8"/1'-0"
3/8" / 1'-0"
537.50
537.50
538.50
533.00
533.00
531.82
MA
TCHL
INE
1/2"/1'-0"1/2"/1
'-0"
108' - 9 1/2"
53' - 9 1/2"
27' - 6"
27' - 6"
9"
21' - 1"
17' - 0 1/4"
14' - 8"
3 1/4"
9' - 2 1/2"
1' - 3 1/8"
9' - 6 3/8"
36'-1"
7'-0"16'-4"6'-7"3'-8"2'-6"1'-3"
4"
16' - 4"
5' - 2"
16' - 2 5/8"
9 5/8"
14' - 8"
3 1/4"
12' - 11 1/4"
12' - 3 1/2"
2' - 2 1/2"3/4"
3 1/4"
10' - 2"
6 1/2"
16' - 6 1/4"
4'-6"
10"2'-11
"
2'-6"9'-03/4"12'-61/4"10'-91/2"51/2
"9"1'-3"
A-2.65
3 1/4"
7' - 2 3/4"
20' - 0"
23' - 7"
3' - 11"
12'-113/4"
16'-11/8"
3/8" / 1'-0"
3/8" / 1'-0"
1
1
2"/1'-0"
58
51
55
54
50
54
58
51
55515356
55
52
58
3/8"/1'-0"
55
51
58
55
56
53
51
50
55
51
58
515450
555153
585255
56
6
7
GH
8
9
526.17
526.17
521.00
A-3.7.A2
A-3.7.B1
A-3.7.C
2
M. BATHM. BEDRM.
BEDRM. 2
W.I.C.
BEDRM. 3BATHBEDRM. 4
STUDYDECK.
BALC.
BALC.
BALC.
M. BEDRM.BEDRM. 2
BEDRM. 3
CL
CL
LINENW.I.C.
M. BATH
BATH
HALL
BEDRM. 3
CL
BEDRM. 2
CL
HALL
LINENW.I.C.
BATH
M. BEDRM.
M. BATH
BALC.
M
A
TCHLINE
BALC.
1
A-4.1
108' - 9 1/2"
53' - 9 1/2"
27' - 6"
27' - 6"
9"
21' - 1"
17' - 0 1/4"
14' - 8"
3 1/4"
3 1/4"
7' - 2 3/4"
20' - 0"
2' - 1"
8' - 0"
8' - 0"
3' - 0"
7' - 8 1/8"
9' - 4 1/8"
7' - 4"
7' - 4"
2' - 6 3/4"
3' - 8"
3' - 8"
12' - 2 3/4"
5' - 4 1/2"
EQ
EQ
9' - 2 1/2"
3' - 8"
7' - 1 1/2"
36'-1"
6'-8"17'-0"6'-3"3'-8"2'-6"1'-3"
EQEQ
17' - 0"
4' - 10"
16' - 2 5/8"
15' - 5 5/8"
3 1/4"
7 1/4"
12' - 0"
14' - 10 3/4"
3 1/4"
10' - 2"
17' - 0 3/4"
1'-3"
1'-3"
3'-9"
3'-4"4'-6"
5' - 7"
4' - 7"
9' - 0 3/4"
8' - 0"
8' - 0 1/2"
6' - 10 1/4"
EQ
EQ
2' - 5 5/8"
3' - 8"
3' - 8"
3' - 8"
2' - 9"
8' - 1 5/8"
7' - 4"
EQ
EQ
EQ
EQ
1'-41/8"
1'-3"
UNIT 20
UNIT 19
UNIT 18
A-2.65
37
33
33
7
5
2
1
2
22
2
5
2
2
2
2
2
2
1
2
2
2
2
2
5
2
2
2
2
5
2
5
2
2
1
2
2
2
2
15
16
14
7
7
9
7A
7A
7A
7A
13
13
8
7A
11
8
3
3
3
8A
7
7
7
7
EQEQ
AB
CDF
E
KEY PLAN
Colorado Blvd.
SantaAnitaBlvd.
FLOOR PLAN KEYNOTESKitchen Sink. See Plumbing Drawings.
Accessible Kitchen Sink with removable basecabinet below, meeting all requirements of Section1133A.3. Flooring shall continue underneath.Faucet controls meeting all requirements of Section1133A.3. See Plumbing Drawings.
Range & Vent Hood O.F.C.I.See Mechanical Drawings
.
Refrigerator O.F.C.I. 36"W, Standard DepthDishwasher O.F.C.I.
1
1A234
Base Cabinet and Solid-surface Cabinet Top with TileSplash. Owner to select. See
Casework Notes
.
5
Upper Cabinets. See
Casework Notes
.
6
Lavatory. See
Plumbing Drawings.
7
Accessible Lavatory with removable base cabinetbelow, meeting all requirements of Section 1134A.8.Flooring shall continue underneath. Faucet controlsmeeting all requirements of Section 1133A.3. SeePlumbing Drawings.
7A
30"x48" Clear Floor Space for accessibleappliances & fixtures. See Sheet G-1.2
.
Floor-mounted Water Closet.See Plumbing Drawings.
8
Accessible Floor-mounted Water Closet meeting allrequirements of Section 1134A.7. 15" min. seatheight. 44" max. Water Closet controls above floor.5 lb. max. force to operate See
Sheet G-1.2
.
See Plumbing Drawings.
8A
Shower with tile walls to ceiling and tile floor. Slopeshower floor to drain. See Plumbing Drawings.
9
Accessible Shower meeting all requirements ofSection 1134A.5&6. Tile walls to ceiling and tilefloor. Slope shower floor to drain. See Sheet G-1.2
.
See Plumbing Drawings.
9A
Bathtub. See Plumbing Drawings.
11
Jacuzzi Bathtub. See
Plumbing Drawings.
12
Wall-mounted Mirror.
13
Frameless tempered glass Shower Enclosure/doors.
10
Recessed Medicine Cabinet. Cabinet Door withmirror, prefinished painted metal interior withadjustable shelves.
14
Side-by-Side Washer & Dryer, O.F.C.I.
15
Stacked Washer & Dryer, O.F.C.I.
16
GS Smitty Pan with drain under Washer & Dryer.
17
Automatic Washing Machine Water Shutoff Valvewith leak sensor: Intelliflow, Series A2C-M1.
18
Dryer Exhaust Vent Duct, min. 4" diameter, to theoutside, equipped with back-draft damper
19
Interior Stair. See Sheet A-9.6 for stair and handrail
details.
21
Provide min. one layer of 5/8" gypsum board atusable underside of stairs. CBC 1009.5.3.
22
Closet rod and 16" shelf above.
23
Full-height linen cabinet.
24
Water heater on 18" high platform above floor. SeeMEP Drawings. Provide 2" galvanized steelrestarining straps to wall.
20
Balcony with approved weatherproof walkingsurface/deck coating system: Dex-O-Tex, or approvedequal, over plywood framing (see Structural Drawings
).
Slope min. 1/4" per ft. along flow line. See Sheet A-9.4
for details.
25
Min. 42" high Guardrail. For Details, see:
26
Deck drain. Slope to drain.
27
Outline of Building above.
28
Outline of Roof or Balcony above.
29
Edge of soffit above. See Reflected Ceiling Plans.
30
Clerestory above. For Plans, see:
31
Internal Roof Drain/Overflow Drain. See Plumbing
Drawings
. Provide installation submittal under
Section 075423 (Roofing) for Architect's review.Overflow Drains shall discharge above grade.
34
Type AA-9.41
Type B
Type C
A-9.44
A-9.47
Type A
Type B
Type C
A-2.61
A-2.63
A-2.65
Clerestory Window above. See
Sheet A-2.6
for Plans.
32
2"x4" Prefinished Metal Downspout to dischargeabove grade, typ.
35
Decorative Metal Screen.
36
Air Handling Unit. See
Mechanical Drawings
.
37
Skylight above.
33
Door Bell. 48" max. AFF andconnected to permanent wiring.
39
Floor Transition & Railing. See Detail
38
A-9.22
Space for Vertical Ductwork.
40
[Note intentionally left blank]
41
[Note intentionally left blank]
42
[Note intentionally left blank]
43
[Note intentionally left blank]
44
[Note intentionally left blank]
45
[Note intentionally left blank]
46
[Note intentionally left blank]
47
LEGENDSoffited Ceiling. See Reflected Ceiling Plansfor heights and details.
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-2.5.D
Checker
Author
2015-09-3015-13
FLOOR PLANS - BUILDING F501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
2
Roof Plan - Building F - West 1/4" = 1'-0"
1
Second Floor Plan - Building F - West
N
No.DescriptionDate
1/4" = 1'-0"Floor Plan Key Notes
First Floor South510' - 0"Second Floor AB521' - 0"
Second Floor CDEF526' - 2"
Attic AB
531' - 0"T.O. Roof AB536' - 0"
5
1
6
7
13
22
23
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
5'-0"10'-0"11'-0"
4
A-3.1
26'-0"
4'-0"9'-4"11'-0"4'-7"
28
'-11
"
30'-0" HEIGHT LIMIT
First Floor East510' - 7"
Second Floor AB521' - 0"
Second Floor CDEF526' - 2"
Attic AB
531' - 0"T.O. Roof AB536' - 0"
22
21
18
17
14
23
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4
A-3.1
15
9'-10"10'-0"5'-0"
4'-7"11'-0"9'-4"4'-0"
30'-0" HEIGHT LIMIT
First Floor East510' - 7"
First Floor North511' - 2"
24'-10"
28'-11"
First Floor South510' - 0"Second Floor AB521' - 0"
Garage Level505' - 11"
Garage Level505' - 11"
Garage AB
509' - 4 3/4"
Second Floor CDEF526' - 2"
Attic AB
531' - 0"T.O. Roof AB536' - 0"
22
21
18
17
14
23
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4
A-3.1
5'-0"10'-0"11'-0"
26'-0"71/4"
4'-0"9'-4"11'-0"4'-7"
28'-11"
30'-0" HEIGHT LIMIT
First Floor East510' - 7"
First Floor North511' - 2"
28'-11"4'-8"
First Floor South510' - 0"Second Floor AB521' - 0"
Garage Level505' - 11"
Garage AB
509' - 4 3/4"
Second Floor CDEF526' - 2"
Attic AB
531' - 0"T.O. Roof AB536' - 0"
4
5
3
1
6
7
13
22
23
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4
A-3.1
71
/4
"11
'-0"10
'-0"5'-0"
26
'-0
"
4'-7"11'-0"9'-4"4'-0"
4'-8"28'-11"
30'-0" HEIGHT LIMIT
First Floor East510' - 7"
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/16" = 1'-0"
A-3.0
Checker
Author
2015-09-3015-13STREET ELEVATIONS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/16" = 1'-0"
1
South Elevation - Colorado Boulevard
1/16" = 1'-0"
2
North Elevation 1/16" = 1'-0"
3
South Elevation - Alley
1/16" = 1'-0"
4
North Elevation - Alley & Cornell Drive
No.DescriptionDate
First Floor South510' - 0"
Garage Level505' - 11"
Garage Level505' - 11"
Second Floor CDEF526' - 2"
Second Floor CDEF526' - 2"
G
F
H
Mezzanine Floor515' - 2"
Mezzanine Floor515' - 2"
Attic CDEF535' - 6"
Attic CDEF535' - 6"
T.O. Roof CDEF539' - 6"
T.O. Roof CDEF539' - 6"
PRO
PERTYLINE
PRO
PERTYLINE
4'-0"9'-4"11'-0"5'-2"
29'-6"4'-1"
A
A-1.38
30'-0" HEIGHT LIMIT
First Floor North511' - 2"
4'-0"9'-4"11'-0"5'-2"
29'-6"4'-1"
4'-0"9'-4"11'-0"5'-2"
4'-0"9'-4"11'-0"4'-0"
28'-4"5'-3"
Garage Level505' - 11"Second Floor CDEF526' - 2"
E
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4'-0"9'-4"11'-0"4'-7"
28'-11"4'-8"
A
30'-0" HEIGHT LIMIT
First Floor East510' - 7"
Second Floor CDEF526' - 2"
E
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4'-0"9'-4"11'-0
"4'-7"
PRO
PERTYLINE
PRO
PERTYL
INE
A
30'-0" HEIGHT LIMIT
First Floor East510' - 7"
28'-11
"
First Floor South510' - 0"Garage Level505' - 11"
Garage Level505' - 11"
Second Floor CDEF526' - 2"
Second Floor CDEF526' - 2"
G
F
H
Mezzanine Floor515' - 2"
Mezzanine Floor515' - 2"
Attic CDEF535' - 6"
Attic CDEF535' - 6"
T.O. Roof CDEF539' - 6"
T.O. Roof CDEF539' - 6"
4'-0"9'-4"11'-0"4'-0"
28'-4"5'-3"
A
30'-0" HEIGHT LIMIT
First Floor North511' - 2"
4'-0"9'-4"11'-0"5'-2"
29'-6
"4'-1"
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
G
F
H
5'-0"10'-0"11'-0"71/4"
26'-0"
A
30'-0" HEIGHT LIMIT
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
K
L
5'-0"10'-0"11'-0"
26'-0"71/4"
12'-4"
A-1.39
30'-0" HEIGHT LIMIT
M
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/16" = 1'-0"
A-3.1
Checker
Author
2015-09-3015-13STREET ELEVATIONS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/16" = 1'-0"
4
North-South Section 2 1/16" = 1'-0"
5
East Elevation - Alley
1/16" = 1'-0"
1
East Elevation - Santa Anita Avenue 1/16" = 1'-0"
2
West Elevation - Alley
1/16" = 1'-0"
3
West Elevation - Windsor Road
1/16" = 1'-0"
6
North-South Section 1
No.DescriptionDate
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
3
1
2
1
A-4.0
11'-0
"10'-0"5'-0"
71/4
"26'-0"
8
8
17
12
7A
11A
7
1212
15
19
15
10
8
11
1
6
5
3
13
2
11
9
7
18
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
3
1
2
5'-0"10'-0"11'-0"
26'-0"71/4"
1
A-4.0
3
32
2
2
2
6
9A
11 5
19
156
15
10
1
3
5
6
2
8
13
3
18
18
18
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.2.A
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING A501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
North Elev. - Building A 1/4" = 1'-0"
2
South Elev. - Building A
No.DescriptionDate
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
K
L
5'-0"10'-0"11'-0
"
26'-0"71
/4"
17
3
3
18
3
2
1
6
6
15
10
11
3
9
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
K
L
3
6
3
18
8
1
5
6
2
9
2
11
2
2
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.2.B
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING A501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
East Elev. - Building A 1/4" = 1'-0"
2
West Elev. - Building A
No.DescriptionDate
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
4
5
11'-0"10'-0"5'-0"
71/4"26'-0"
2
A-4.0
8
7A
7A
7A
3
12
13
26
23
8
5
3
5
4
2
15
8
3
18
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
L
J
M
1015
23
23
3A
3A
3A
9
8
10
2
5
6
18
11
15
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
4
5
2
A-4.0
8
8
3
2
2
3A
3A
3
3
6
2
3
8
1
5
6
2
10
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
L
J
M
17
3
3
7A7
3
11
10
5
6
8
1
2
3
9
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.3
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING B501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
North Elev. - Building B
1/4" = 1'-0"
2
East Elev. - Building B
1/4" = 1'-0"
3
South Elev. - Building B
1/4" = 1'-0"
4
West Elev. - Building B
No.DescriptionDate
First Floor South510' - 0"Second Floor AB521' - 0"
Garage Level505' - 11"
Garage AB
509' - 4 3/4"
Second Floor CDEF526' - 2"
Attic AB
531' - 0"T.O. Roof AB536' - 0"
17
14
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
15
16
4'-0"9'-4"11'-0"4'-0"
28'-4
"5'-3"
-
---
4
A-4.0
First Floor North511' - 2"
5
A-4.0
17
17
7A
7A
4
4
7A
7A
4
4
10
10
14
14
6
9A
33
1
6
2
16
3
8
15
8
10
13
11
12
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"
Second Floor CDEF526' - 2"
Attic AB
531' - 0"T.O. Roof AB536' - 0"
17
14
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
15
16
11'-0"10'-0
"5'-0"
71/4"26'-0"
-
---
4
A-4.0
First Floor North511' - 2"
5
A-4.0
8
3A
8
8
3
3
13
9A
20
20
8
8
16
2
7
1
10
8
8A
8A
3
18
13
15
3
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.4.A
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING C501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
2
South Elev. - Building C 1/4" = 1'-0"
1
North Elev. - Building C
No.DescriptionDate
Garage Level505' - 11"Second Floor CDEF526' - 2"
F
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4'-0"9'-4"11'-0"4'-0"
28'-4"5'-3"
A
1
A-4.2
First Floor North511' - 2"
25
25
14
25
1
2
7
4
6
8
3
11
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
F
5'-0"10'-0"11'-0"
26'-0
"71
/4"
A
1
A-4.2
17
3
16
17
1
5
6
2
15
8
9
3
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.4.B
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING C501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
East Elev. - Building C 1/4" = 1'-0"
2
West Elev. - Building C
No.DescriptionDate
Second Floor CDEF526' - 2"
21
18
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
19
20
4
A-4.0
2
A-4.1
First Floor North511' - 2"
8
3
8A
20
20
8
8
8
3
3
8
21
10
1
2
5
8
9
8A
8A
2
3
8
18
1310
Garage Level505' - 11"Second Floor CDEF526' - 2"
21
18
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
19
20
4'-0"9'-4"11'-0
"4'-0"
28'-4"5'-3"
4
A-4.0
2
A-4.1
First Floor North511' - 2"
10
4
5
1
10
8A
7
7
7A
7A4
4
4
4
10
14
14
10
10
7A
7A4
4
15
11
16
3
13
9
17
17
17
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.5.A
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING D501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
North Elev. - Building D 1/4" = 1'-0"
2
South Elev. - Building D
No.DescriptionDate
Garage Level505' - 11"Second Floor CDEF526' - 2"
F
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
A
First Floor North511' - 2"
14
25
2525
5
1
10
8
3
11
7
Garage Level505' - 11"Second Floor CDEF526' - 2"
F
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4'-0"9'-4"11'-0"4'-0"
28'-4
"5'-3"
A
First Floor North511' - 2"
7A
7A
13
3
2
10
3
8
6
11
3
1
16
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.5.B
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING D501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
East Elev. - Building D 1/4" = 1'-0"
2
West Elev. - Building D
No.DescriptionDate
Garage Level505' - 11"Second Floor CDEF526' - 2"
22
23
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4'-7"11'-0"9'-4"4'-0"
4'-8"28'-11"
First Floor East510' - 7"
10
13
3
3
3
3
3
3
3
3
12
8
1
2
4
6
11
17
7
Garage Level505' - 11"Second Floor CDEF526' - 2"
22
23
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"First Floor East510' - 7"
3
11
1
17
7
5
6
4
11
8
12
3
3
6
11
Second Floor CDEF526' - 2"Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"First Floor East510' - 7"
20
11
33
26
3
12
1
8
11
5
6
4
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.6.A
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING E501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
North Elev. - Building E
1/4" = 1'-0"
2
South Elev. - Building E
1/4" = 1'-0"
3
Southeast Elev. - Building E
No.DescriptionDate
Second Floor CDEF526' - 2"
E
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
B
C
D
4
A-4.1
4
A-4.0
A
First Floor East510' - 7"
11A
11A
8
8
3
3
16
21
20
20
3
3
12
3
17
4
1
18
12
7
6
2
5
108
1113
8
3
Garage Level505' - 11"Second Floor CDEF526' - 2"
E
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
B
C
D
4'-0"9'-4"11'-0"4'-7"
28'-11"4'-8"
4
A-4.1
4
A-4.0
A
First Floor East510' - 7"
17
17
17
17
6
88
7
7
7
4
4
4
4
4
14
14
3
3
7A
7A
25
7A
7A4
4
2
4
6
7
1
17
108
13
5
1112
3
9
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.6.B
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING E501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
2
East Elev. - Building E 1/4" = 1'-0"
1
West Elev. - Building E
No.DescriptionDate
First Floor South510' - 0"Garage Level505' - 11"Second Floor CDEF526' - 2"
13
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
9
10
11
12
M
ATCHLINE
5'-2"11'-0"9'-4"4'-0"
4'-1"29'-6"
2
A-4.1
3
A-4.117
17
17
17
10
10
10
4
4
4
4
4
4
14
14
7
7
7A
7A
7A
7A
7
4
4
4
7
7
7
4
6
1
8
13
2
11
16
4
13
3
9
First Floor South510' - 0"
First Floor South510' - 0"Second Floor AB521' - 0"
Garage Level505' - 11"
Garage AB
509' - 4 3/4"
Second Floor CDEF526' - 2"
Attic AB
531' - 0"T.O. Roof AB536' - 0"
6
7
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
8
9M
A
TCH
LINE
1
A-4.1
17
17
17
10
4
4
14
7
7
9
11
8
3
3
11
8A
7
7
7
7
4
4
4
4
5
6
2
8
1
11
16
13
3
9
1012
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.7.A
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING F501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
North Elev. - Building F East 1/4" = 1'-0"
2
North Elev. - Building F West
No.DescriptionDate
First Floor South510' - 0"
First Floor South510' - 0"
Second Floor AB521' - 0"Garage AB
509' - 4 3/4"
Second Floor CDEF526' - 2"
Attic AB
531' - 0"T.O. Roof AB536' - 0"
6
7
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
8
9
MA
TCHLINE
5'-0"10'-0"11'-0"
26'-0"71/4"
4
'-0"9
'-4"11
'-0
"5'-2"
29
'-6"
1
A-4.1
7
8
12
21
3
22
15
16
3
129
7A
8
7A
7A
7A
3
2
2
13
8
7A
2
10
6
11
4
8
3
16
First Floor South510' - 0"Second Floor CDEF526' - 2"
13
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
9
10
11
12
MATCH
LINE
2
A-4.1
3
A-4.1
8
8
8
20
20
21
3
3
3
22
7A
8
8
16
15
11A
11A
8
27
4
11
4
10
2
5
108
1113
15
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.7.B
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING F501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
South Elev. - Building F West 1/4" = 1'-0"
2
South Elev. - Building F East
No.DescriptionDate
First Floor South510' - 0"Garage Level505' - 11"Second Floor CDEF526' - 2"
G
H
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4'-0"9'-4"11'-0"5'-2"
29'-6
"4'-1"
2
A-4.2
24
7
5
1
6
8
3
151112
5
5
24
24
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
G
H
5'-0"10'-0"11'-0"
26'-0"71
/4"
2
2
13
3
6
11
4
2
3
1
8
5
6
10127
ELEVATION KEYNOTESLa Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color:
X-40 Dove Gray (Integrated)La Habra Exterior PlasterFinish:
20/30 Float (Sand)
Color
:
X-81583 Belle Glade (Integrated)Coronado Precast Stone Veneer Finish
: Chiseled Limestone
Color:
Silver Ash
Firestone CCRRC-Applied Cool RoofFeat.:
Thermoplastic Polyolefin (TPO)
Color:
White
Painted Metal FasciaU.S. Aluminum Windows & Doors Model
:
Standard Aluminum
Finish
:
Bronze Anodized
Feat.
:
Thermally Improved
Overhead Doors Garage DoorModel: Standard Aluminum
Color
:
Dark Bronze AnodizedAluminum OverhangColor:
Dark Bronze AnodizedAluminum RailingColor:
Dark Bronze AnodizedAluminum FenceColor:
Dark Bronze AnodizedAluminum Spandrel PanelColor:
Dark Bronze AnodizedAluminum DividerColor:
Dark Bronze AnodizedMetal PostColor:
Dark Bronze AnodizedMetal ScreenColor:
Dark Bronze Anodized
Roof Eave w/ Integrated Aluminum4"x6" Gutter & DownspoutColor:
Dark Anodized Bronze
21346789
10111213141516
Standing Seam Metal Roof
5
Air Conditioning Unit (screened or concealed)
17
Specified Wall Sconce & Unit Number, Typ.
18
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-3.7.C
Checker
Author
2015-09-3015-13
ELEVATIONS - BUILDING F501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
East Elev. - Building F 1/4" = 1'-0"
2
West Elev. - Building F
No.DescriptionDate
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
K
L
5'-0"10'-0"11'-0
"
26'-0
"71/4"
LIVING
DINING
KITCHENBEDRM. 3
BEDRM. 2
CL
3'-6"
Varie
s
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
L
J
5'-0"10'-0"11'-0"
26'-0"71
/4"
3'-6"
GARAGE
ENTRY
HALL
BEDRM. 3
STOR.
Varies
M
Garage Level505' - 11"Second Floor CDEF526' - 2"
F
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
4'-0"9'-4"11'-0"4'-0"
28'-4"5'-3"
LIVING
DINING
KITCHEN
GARAGE
BEDRM. 3
HALL
M. BEDRM.
A
1
A-4.2
First Floor North511' - 2"First Floor South510' - 0"Second Floor AB521' - 0"Attic AB
531' - 0"T.O. Roof AB536' - 0"
F
A
1
A-4.2
5'-0"10'-0"11'-0"
26'-0"
KITCHEN
DINING
LIVINGBEDRM. 2
CL
BEDRM. 3
BATH
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-4.0
Checker
Author
2015-09-3015-13
SECTIONS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
Section - Building A 1/4" = 1'-0"
2
Section - Building B
1/4" = 1'-0"
4
Section 2 - Building C
No.DescriptionDate
1/4" = 1'-0"
5
Section 1 - Building C - DD
First Floor South510' - 0"Second Floor AB521' - 0"Garage AB
509' - 4 3/4"Attic AB
531' - 0"T.O. Roof AB536' - 0"
G
H
BEDRM. 1
HALL
ENTRY
STUDY
BEDRM. 2
3'-6"
5'-0"10'-0"11'-0"
26'-0"71/4"
First Floor South510' - 0"Garage Level505' - 11"Second Floor CDEF526' - 2"
G
H
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
BEDRM. 3
HALL
M. BATHPWDR.
LAUNDRY
4'-0"9'-4"11'-0"5'-2"
29'-6"4'-1"
3'-6"
First Floor South510' - 0"Garage Level505' - 11"Second Floor CDEF526' - 2"
G
H
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
M. BEDRM.
HALL
BEDRM. 3KITCHEN
DINING
LIVING
GARAGE
4'-0"9'-4"11'-0"5'-2"
29'-6"4'-1"
2
A-4.2
Garage Level505' - 11"Second Floor CDEF526' - 2"
22
23
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
ENTRY
W.I.C.
LAUNDRY
BATH
CL
BEDRM. 3
PWDR.GARAGE
HALL
4'-0"9'-4"11'-0"4'-7"
28'-11"4'-8"
3'-6"
First Floor East510' - 7"
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-4.1
Checker
Author
2015-09-3015-13
SECTIONS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
Section 1 - Building F 1/4" = 1'-0"
2
Section 2 - Building F
1/4" = 1'-0"
3
Section 3 - Building F 1/4" = 1'-0"
4
Section - Building E
No.DescriptionDate
First Floor South510' - 0"Second Floor AB521' - 0"
Garage Level505' - 11"
Garage AB
509' - 4 3/4"
Second Floor CDEF526' - 2"
Attic AB
531' - 0"T.O. Roof AB536' - 0"
17
14
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
15
16
-
---
4
A-4.0
2
A-4.1
5'-0"10'-0"11'-0"
26'-0"71/4"
4'-0"9'-4"11'-0"4'-0"
28'-4
"5'-3"
M. BEDRM.GARAGE
KITCHENBEDRM. 3
BATH
HALL
LINEN
BEDRM. 2
BEDRM. 2
LINEN
HALL
BATH
DINING
DININGGARAGE
GARAGE
First Floor North511' - 2"
5
A-4.0
First Floor South510' - 0"Garage Level505' - 11"Second Floor CDEF526' - 2"
13
Mezzanine Floor515' - 2"Attic CDEF535' - 6"T.O. Roof CDEF539' - 6"
12
3
A-4.1
M. BATH
4'-0"9'-4"11'-0"5'-2"
29'-6"4'-1"
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/4" = 1'-0"
A-4.2
Checker
Author
2015-09-3015-13
SECTIONS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/4" = 1'-0"
1
Section 3 - Building C
No.DescriptionDate
1/4" = 1'-0"
2
Section 4 - Building F
SeeS
chedule
See Schedule
Window Type 1 (Skylight)Window Types 3 & 3ASee Schedule
Window Type 2See Schedule
Window Types 7 & 7ASee Schedule
Window Type 23
Window Type 10
2'-1"
See Schedule
SeeSchedu
le SeeS
chedule
See Schedule
Window Type 15
Window Types 8 & 8ASee Schedule - 2 Equal Lites
2'-1"
SeeSchedule
See Schedule - 2 Equal LitesWindow Type 11
Window Types 9 & 9ASee Schedule - 3 Equal Lites
2'-1"3'-21/2"
Window Type 25
Window Type 26
2'-1"
SeeS
chedule
See Schedule - 3 Equal LitesWindow Type 12
2'-1"
SeeS
chedule
See Schedule - 3 Equal LitesWindow Type 13Window Type 142'-1"
SeeS
chedule
Eq
Eq
See Schedule
2'-1"2'-1"
SeeSchedu
le
Window Type 20
See Schedule - 3 Equal Lites
Window Type 27
2'-1"
See Schedule - 4 Equal Lites
2'-1"
SeeS
chedule
Eq
Eq
Window Type 21
6' - 0"
See Schedule
Window Type 22
2'-1"2'-1"
SeeS
chedule
2' - 6"
Door Type 1Door Type 2Door Type 3Door Type 5
SeeS
chedule
See Schedule
SeeS
chedule
SeeS
chedule
SeeS
chedule
See Schedule
See Schedule
See Schedule
SeeSchedule
See ScheduleDoor Type 6Door Types 7 & 7ADoor Type 8SeeS
chedule2'-1"
See Schedule
SeeS
chedule2'-1"
See Schedule
2'-1"1'-10"
See Schedule
2' - 8"
SeeS
chedule
SeeS
chedule
Door Type 10
See Schedule
Eq
Eq
2'-1"2'-1"
SeeS
chedule
Door Types 11 & 11ADoor Type 122'-1"2'-1"
SeeSchedule
Eq
Eq
See Schedule
See Schedule
See Schedule
SeeSchedule
3'-21/2"2'-1"
SeeSchedule
Eq
Eq
See ScheduleSee Schedule
SeeS
chedule2'-1"
Door Type 13
Door Type 9
2'-1"SeeSchedule
SeeS
chedule
See Schedule - 2 Equal Lites
See Schedule
SeeS
chedule
2'-1"1'-10"
SeeS
chedule
Eq
See Schedule
Eq
Door Type 14
2'-1"2'-1"
SeeS
chedule
SeeSchedule
Eq
See Schedule
Eq
See ScheduleDoor Type 15Door Type 162'-1"2'-1"
SeeSchedule
Eq
See Schedule
Eq
See Schedule
SeeS
chedule
See ScheduleDoor Type 17
5'-11
"2'-1"
SeeS
chedule
See Schedule - 2 Equal LitesWindow Type 18Window Type 19
SeeS
chedule
SeeSchedule
See Schedule
See Schedule
SeeSchedu
le
3" MetalOverhangSeeS
chedule
3" MetalOverhang
3" MetalOverhang
See Schedule - 2 Equal Lites
SeeS
chedule
See Schedule
SeeS
chedule
See Schedule - 2 Equal LitesWindow Type 4Window Type 5
See Schedule - 3 Equal Lites
Window Type 24
SeeSchedule
Eq
3' - 0"
Eq
See Schedule
SeeS
chedu
leSeeS
chedule
See Schedule - 3 Equal Lites
3" MetalOverhang
2'-1"5'-11"
SeeS
chedule
See Schedule
SeeS
chedu
le
See Schedule - 2 Equal Lites
S
eeS
chedule
See Schedule - 3 Equal LitesWindow Type 6
Door Type 4
SeeSchedule
See Schedule
SeeSchedule
SeeS
chedule
See Schedule
3" MetalOverhang
3" MetalOverhang
See Schedule
3" MetalOverhang
Eq
See Schedule
Eq
See Schedule
SeeSchedule
SeeSchedule
OP
OPOP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
= Operable Window
OP
OP
OP
OP
Window Type 17
Window Type 16
SeeS
chedule
5'-11"
See Schedule
See Schedule - 2 Equal Lites
SeeS
chedule
5'-11
"
See Schedule
SeeS
chedule
SeeS
chedu
le
See Schedule
Eq
6' - 0"
Eq
Wd. Sheathing per Struct.Wd. Header per Struct.Specified 7/8" Cement Plaster(measured from the face of sheathing)over metal lath. Plaster mix 1:4 forscratch coat and 1:5 for brown coat,by volume, cement to sand.Liquid-applied moisture barriersystem: Dupont Tyvek Fluid-Applied WB, or approved equal.Specified Door/Window FlashingSystem w/ Drip EdgePlaster J-Casing
R-19 Batt Insulationper Title 24, Typ.
5/8" Type X GypsumWallboard applied at
parallel or right angles tostuds with 1-1/4" drywallscrews 8" o.c.
Cont. Sealer & Backer RodSpecified Window System
Cont. Sealer & Backer RodCorner Bead
Window Jamb Beyond
3 3/8"
7 1/2"
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.netAs indicated
A-8.0
Checker
Author
2015-09-3015-13
WINDOW & DOOR SCHEDULES& TYPES501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
WINDOW SCHEDULE
Type MarkWidthHeightCountHeadJambMullionSillComments138' - 4"7' - 9 1/2"3147' - 0 3/4"7' - 9 1/2"10152' - 11"10' - 9 1/2"1162' - 11"11' - 7 1/2"1175' - 7 1/2"11' - 7 1/2"1182' - 11"13' - 6"2195' - 7 1/2"13' - 6"2208' - 4"9' - 8"92111' - 0 1/2"9' - 8"42211' - 10"9' - 8"2232' - 11"2' - 1"3245' - 7 1/2"2' - 1"4258' - 4"2' - 1"15268' - 4"2' - 1"22711' - 10"2' - 1"1
WINDOW SCHEDULE
Type MarkWidthHeightCountHeadJambMullionSillComments13' - 0"3' - 0"1221' - 2"2' - 10"1031' - 9"4' - 0"513A1' - 9"4' - 0"642' - 11"5' - 0"3355' - 7 1/2"5' - 0"368' - 4"5' - 0"472' - 11"5' - 11"18
7A2' - 11"5' - 11"2885' - 7 1/2"5' - 11"138A5' - 7 1/2"5' - 11"798' - 4"5' - 11"3
9A8' - 4"5' - 11"3102' - 11"7' - 9 1/2"1115' - 7 1/2"7' - 9 1/2"3128' - 4"7' - 9 1/2"5
EXTERIOR DOOR SCHEDULE
Type MarkFunctionWidthHeightDoor HeightCountThicknessSidelightTransomHeadJambTransom/SidelightSillComments6Exterior3' - 5"7' - 5 1/2"47Exterior3' - 5"8' - 11"6' - 10"27AExterior3' - 5"8' - 11"6' - 10"18Exterior3' - 5"9' - 4"7' - 3"179Exterior6' - 5"8' - 11"6' - 10"1
10Exterior5' - 10 1/2"8' - 8"6' - 10"1211Exterior8' - 4"8' - 11"6' - 10"311AExterior8' - 4"8' - 11"6' - 10"512Exterior6' - 0"9' - 4"7' - 3"313Exterior8' - 4"10' - 9 1/2"6' - 10"314Exterior9' - 6"8' - 8"6' - 10"215Exterior11' - 0 1/2"8' - 11"6' - 10"416Exterior11' - 10"8' - 11"6' - 10"417Exterior16' - 2"7' - 1"200' - 1 1/2"
No.DescriptionDate
INTERIOR DOOR SCHEDULE
Type MarkFunctionWidthHeightCountThicknessHeadJambTransom/SidelightSillComments26Interior20' - 2"1Interior2' - 6"6' - 8"360' - 2"2Interior2' - 10"6' - 8"1920' - 2"3Interior3' - 0"6' - 8"340' - 2"4Interior4' - 0"6' - 8"30' - 2"5Interior5' - 8"6' - 8"290' - 2"12Interior20' - 2"
3" = 1'-0"1
Detail @ Window Head, Casement, Outswing
DN
DN
DN
DN
DN
x
Rosemarinus officinalis 'Huntington Carpet'
Combined Plant Palette Shrubs
Symbol Quantity - Size
Botanical Name
Comon Name
Notes
X - 15 Gallon Caesalpinia pulcherrima Dwarf Poinciana Red Bird of Paradise X - 15 Gallon Leucadendron 'Safari Sunset' Safari Conebush
Vines
Water: M/L Water: M/L
X - 5 Gallon X- 15 Gallon
Coleonema 'Sunset Gold' Sunset Gold Diosma Sunset Golden Breath of Heaven
Water: M
X - 5 Gallon Lantana x 'Lemon Swirl'
Variegated Yellow Lantana
Water: M/L X - 5 Gallon Salvia leucantha Mexican Sage Water: M/L
Ground Cover Legend
X - 5 Gallon Bougainvilla 'Crimson Jewel'
Red Flowering Low Bougainvilla
X - 5 Gallon
Westringia 'Wynyabbie Highlight'Variegated Australian Rosemary
Water: M/L
Water: M/L
X - 5 Gallon Lantana x 'New Gold'
Yellow Trailing Lantana
Water: M/L
Perennials X - 5 Gallon Liriope muscari 'Silvery Sunproof' Variegated Lily Turf
Water: M
X - 5 Gallon Liriope 'Gigantea' Big Blue Lily Turf
Water: M
X - 5 Gallon
Tulbaghia violacea
Society Garlic
Water: M
Symbol Quantity - Size
Botanical Name
Comon Name
Notes
Symbol Quantity - Size
Botanical Name
Comon Name
Notes
Espalliers X - 15 Gallon
Podocarpus gracilior elongata Espaliered Fern Pine Water: M
X - 15 Gallon
Punica granatum 'Nana'
Dwarf Pomegranite
Water: M
Grasses X - 1 Gallon Festuca ovina 'Siskiyou Blue' Siskiyou Blue Fescue
Water: M
X - 5 Gallon
Muhlenbergia rigens
Deer Grass Water: M/L
X - 5 Gallon
Nasella tenuissima
Mexican Feather Grass Water: L/VL
Flatted @ 9" On Center
Baccharis pilularis pilularis 'Pigeon Point'
Dwarf Coyote Bush Water: M/L
Flatted @9" On Center
Aptenia cordifolia 'Red Apple' Red Apple, Baby Sunrose Water: L/VL
1 Gallon @36" On Center
Huntington Carpet Rosemary Water: M/L
Flatted @6" On Center
Dymondia margaretae
Silver Carpet Water: L/VL
4" Pots or 1 Gal @12" On Center
Geranium x cantabrigiensis 'Biokovo'
Biokovo Cransbill (White)
Water: M
Flatted @12" On Center
Geranium sanguineum Bloody Cranesbill (Bloody Purple)
Water: M
Flatted - Plugs @6" On Center
Zoysia tenuifolia Korean Grass
Water: M
X - 5 Gallon
Pennisetum x advena 'Rubrum'
Red Fountain Grass
Water: L
X - 5 Gallon Sollya heterophylla Australian Bluebell Creeper Water: M/L
X - 5 Gallon Gaura lindheimeri Gaura, Whirling Butterflies, White Gaura, Butterfly Gaura
Water: M/L
X - 5 Gallon Viburnum tinus 'Spring Bouquet' Spring Boquet Laurustinus Water: M/L X - 5 Gallon Santolina rosemarinifolia Green Santolina Water: M/L
Flatted - Plugs @18" On Center
Myoporum parvifolium 'Pink'
Pink Australian Racer Water: M
X - 5 Gallon
Distictis buccinatoria Blood-red Trumpet Vine Water: M
X - 15 Gallon
Water: M
Podocarpus macrophylla Yew Pine
Quercus agrifolia Coast Live Oak Quercus suber Cork Oak Quantity - Size Botanical Name Comon Name X - 36" Box Lagerstroemia indica 'Natchez' White Hybrid Crape Myrtle Quantity - Size Botanical Name Comon Name X - 36" Box Pinus canariensis Canary Island Pine Quantity - Size Botanical Name Comon Name X - 36" Box Quantity - Size Botanical Name Comon Name X - 36" Box Water: M - Single Tunk Notes Water: M/L - Standard Notes Water: M/L - Single Trunk Notes Water: M/L - Standard Notes Arbutus 'Marina' Quantity - Size Botanical Name Comon Name X - 36" Box Water: M/L - Single Trunk NotesPlant Palette
Trees Symbol
Marina Strawberry Tree
15-13 Land DD2015_10130-dwg
4
5
K L
3
1
6
7
13
22
21
18
17
14
23
GF
H
E
15
J
PROTECTED TREETO REMAIN
CORNELL DRIVE
WINDSOR ROAD
COLORADO BOULEVARD
SANTA ANITA AVENUE
A
PROTECTED TREESTO REMAIN
M
PROTECTED TREETO REMAIN
Javier GonzalezNo. Cxxxxx
Exp. x-xx-17
Robert G. TylerNo. C18812
Exp. 8-31-17
Date
Reviewed
Drawn ByDescription
Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings2015 Tyler Gonzalez Architects, Inc.
c
Sheet No.Project No.Scale
139 South Hudson Ave., Suite 300Pasadena, CA 91101626.396.9599
www.TGArchitects.net 1/16" = 1'-0"
L-1.0
Checker
Author
2015-09-3015-13PLANTING PLAN501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
1/16" = 1'-0"
1
Landscape Plan - Site
N
No.DescriptionDate
AB
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KEY PLAN
Colorado Blvd.
Santa Anita Blvd.
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Do not scale drawings. Contractor shall verifyand be responsible for all dimensions andconditions on the site and Tyler Gonzalez
Architects, Inc. shall be notified immediately ofany variations from the dimensions and
conditions indicated on these drawings.
Drawings, specifications, and other documents,including those in electronic form, prepared by
the Architect and the Architect's consultants areInstruments of Service for use solely with
respect to this Project. The Architect and theArchitect's consultants shall be deemed theauthors and owners of their respective
Instruments of Service and shall retain all
common law, statutory and other reserved
rights, including copyrights. Visual contact withthese documents constitute prima faciaacceptance of these conditions.Architect of RecordIssue Dates
Use of Architect's Drawings7\OHU*RQ]DOH]$UFKLWHFWV,QF
c
Sheet No.Project No.Scale
6RXWK+XGVRQ$YH6XLWH3DVDGHQD&$
ZZZ7*$UFKLWHFWVQHW 1" = 200'-0"
A-0.1
Checker
Author
2015-09-3015-13CONTEXT ELEVATIONS501 N. Santa Anita Ave. Arcadia, CA 91006
SANTA ANITA CONDOMINIUMS
No.DescriptionDate1/8" = 1'-0"
3. North/South Context Elevation along Windsor Road
2. North/South Context Elevation along Santa Anita Avenue1B. East/West Context Elevation along Colorado Blvd.1A. East/West Context Elevation along Colorado Blvd.
Colorado Blvd.
Newman Ave.
Newman Ave.
Colorado Blvd.
Santa Anita Avenue
Gold Line Railway
MATCHLINE
MATCHLINE
1A
1B
2
3
Plans gathered via Google Maps aligned to a 1/8" = 1'-0" scaledsite. Elevations gathered via images from Google Street View andaligned to scaled Google Maps. Typical heights (doors, windows,floor-to-floor heights) were used to doublecheck heights of contextelevations.
Context Information:
TYLER GONZALEZ ARCHITECTS, INC.
501 NORTH SANTA ANITA AVENUEVIEW FROM SANTA ANITA AVE. LOOKING WEST
TYLER GONZALEZ ARCHITECTS, INC.
501 NORTH SANTA ANITA AVENUE
VIEW FROM SANTA ANITA AVE. & COLORADO BLVD. LOOKING NORTHWEST
TYLER GONZALEZ ARCHITECTS, INC.
501 NORTH SANTA ANITA AVENUEVIEW FROM COLORADO BLVD. LOOKING NORTHEAST
TYLER GONZALEZ ARCHITECTS, INC.
501 NORTH SANTA ANITA AVENUEVIEW FROM CORNELL DRIVE LOOKING EAST
TYLER GONZALEZ ARCHITECTS, INC.
501 NORTH SANTA ANITA AVENUEVIEW FROM WINDSOR ROAD LOOKING EAST
Attachment No. 5
Attachment No. 5
Extension Requests
Attachment No. 6
Attachment No. 6
Oak Tree Report and Addenda
1
Jordan Chamberlin
From:Christy Cuba <christy@cycarlberg.com>
Sent:Thursday, August 20, 2015 9:09 AM
To:F8GI Yahoo; Jordan Chamberlin
Subject:RE: Addendum to Arborist Report, latest COA from Engineer/PW
Dear Ms. Chamberlin,
This email is a follow-up to our phone call of this morning. I have reviewed the updated site plans with regard
to the encroachments on two oak trees and one ash tree in the northeast sections of the property at 501 Santa
Anita Avenue. The encroachments do not appear to have changed significantly from the original plans
addressed in our protected tree report of March 19, 2014. In my opinion, no new recommendations are
necessary.
Please feel welcome to contact me with any questions. Thank you.
Christy Cuba
Carlberg Associates
626.428.5072
www.cycarlberg.com
Sent from my Android
----- Forwarded Message -----
From: Jordan Chamberlin <jchamberlin@ci.arcadia.ca.us>
To: 'Scott Yang' <f8giscott@yahoo.com>
Cc: Kenneth Pang <kpang@cda-arc.com>
Sent: Tuesday, August 18, 2015 7:45 AM
Subject: RE: Addendum to Arborist Report, latest COA from Engineer/PW
Scott,
I have the latest from Engineering and I am waiting on PW to finalize theirs. Regarding the letter
from the Arborist, it doesn’t appear that much has changed adjacent to the tree that is to be
encroached upon but it would be helpful if she addressed that as well. It could be as simple as a
line or two on that, that way both the Oak Tree Removal and Oak Tree Encroachment are up to
date. The additional trees she recommends and their location seem good. The landscape
architect can update accordingly. Thanks.
__________________________________
Jordan Chamberlin
Assistant Planner|City of Arcadia
626-821-4334| JChamberlin@ArcadiaCA.gov
From: Scott Yang [mailto:f8giscott@yahoo.com]
Sent: Monday, August 17, 2015 11:29 PM
To: Jordan Chamberlin
Cc: Kenneth Pang
Subject: Fw: Addendum to Arborist Report, latest COA from Engineer/PW
Attachment No. 7
Attachment No. 7
Initial Study dated September 23, 2015
SANTA ANITA RESIDENCE PROJECT
CITY OF ARCADIA
501 N. SANTA ANITA AVENUE, ARCADIA, CA
INITIAL STUDY
Tentative Tract Map No. 14-03 (73106)
Zone Variance No. ZV 15-02
Modification No. MP 14-17
Oak Tree Encroachment Permit No. TRE 14-30
Architectural Design Review MFADR 14-09
September 23, 2015
Lead Agency:
City of Arcadia
240 West Huntington Drive
Arcadia, CA 91006
Prepared by:
LSA Associates, Inc.
1500 Iowa Avenue, Suite 200
Riverside, CA 92507
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
ii
SANTA ANITA RESIDENCE PROJECT
CONTENTS
INITIAL STUDY
SECTION 1 BACKGROUND ................................................................................... 1
1.1 SUMMARY .................................................................................................. 1
1.2 INTRODUCTION ......................................................................................... 1
SECTION 2 PROJECT DESCRIPTION...................................................................... 2
2.1 PROJECT BACKGROUND .............................................................................. 2
2.2 EXISTING UTILITY INFRASTRUCTURE .......................................................... 2
2.3 EASEMENTS AND DEDICATIONS .................................................................. 7
2.4 PROJECT CHARACTERISTICS ....................................................................... 7
2.5 REGULATORY REQUIREMENTS, PERMITS, AND APPROVALS ........................ 12
SECTION 3 ENVIRONMENTAL DETERMINATION .................................................. 14
3.1 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED ................................. 14
3.2 DETERMINATION...................................................................................... 14
SECTION 4 ENVIRONMENTAL CHECKLIST AND DISCUSSION ................................ 15
I. AESTHETICS ............................................................................................ 15
II. AGRICULTURE RESOURCES ....................................................................... 16
III. AIR QUALITY ............................................................................................ 17
IV. BIOLOGICAL RESOURCES .......................................................................... 18
V. CULTURAL RESOURCES ............................................................................. 19
VI. GEOLOGY AND SOILS ............................................................................... 21
VII. GREENHOUSE GAS EMISSIONS .................................................................. 22
VIII. HAZARDS AND HAZARDOUS MATERIALS .................................................... 23
IX. HYDROLOGY AND WATER QUALITY ........................................................... 25
X. LAND USE AND PLANNING ........................................................................ 27
XI. MINERAL RESOURCES ............................................................................... 29
XII. NOISE ..................................................................................................... 29
XIII. POPULATION AND HOUSING ..................................................................... 31
XIV. PUBLIC SERVICES ..................................................................................... 32
XV. RECREATION ............................................................................................ 32
XVI. TRANSPORTATION/TRAFFIC ...................................................................... 33
XVII. UTILITIES AND SERVICE SYSTEMS ............................................................ 35
XVIII. MANDATORY FINDINGS OF SIGNIFICANCE ................................................. 38
SECTION 5 LIST OF PREPARERS ........................................................................ 40
5.1 LSA ASSOCIATES, INC. ............................................................................. 40
5.2 CITY OF ARCADIA .................................................................................... 40
SECTION 6 REFERENCES ................................................................................... 41
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
iii
APPENDICES
A Air Quality/Greenhouse Gas Information
B Tree Report
C Historical Information
D Train Noise Assessment
LIST OF FIGURES
Figure 1: Regional Location ...................................................................................... 3
Figure 2: Project Site ............................................................................................... 4
Figure 3: Site Photographs ....................................................................................... 5
Figure 4a: Existing Easements and Dedications .......................................................... 8
Figure 4b: Proposed Easements and Dedications ........................................................ 9
Figure 5: Project Site Plan ...................................................................................... 10
Figure 6: Example Elevations .................................................................................. 11
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
1
SECTION 1 BACKGROUND
1.1 SUMMARY
Project Title:
Santa Anita Residence Project
Lead Agency Name and Address:
City of Arcadia
240 West Huntington Drive
Arcadia, CA 91006
Contact Person and Phone Number:
Jordan Chamberlin, Assistant Planner, or
Lisa Flores, Planning Services Manager
(626) 574-5445
Project Location:
501 North Santa Anita Avenue
Project Sponsor’s Name and Address:
Arcadia Santa Anita LLC,
9674 Telstar Avenue #C
El Monte, CA 91731
General Plan Designation:
High Density Residential (HDR)
(12-30 dwelling units per acre)
Zoning Designation:
High Density Multiple Family Residential (R-3)
1.2 INTRODUCTION
The City of Arcadia incorporated in 1904 and has contributed to the rich history of
Southern California for over 100 years, and the City is home to the famous Santa Anita
Park horse racing track. A church was constructed on the project site in 1953. The
property changed ownership over the years and was most recently operated as the
Mandarin Baptist Church of Pasadena, but is presently vacant. The site contains one
church building and associated parking areas to the east and west. Access is via Windsor
Road off of Santa Anita Ave. There is currently no direct access to Colorado Boulevard or
Santa Anita Avenue.
The applicant is proposing to develop 20 multi-family residences on the 1.05-acre site
which is consistent with the existing High Density Residential (HDR) land use
designation and the R-3 Multi-Family Residential zoning but does not meet the minimum
density requirement. Adjacent uses include multi-family residential buildings to the
north, retail commercial uses and a car wash (Fasching’s Car wash) along Santa Anita
Avenue and Colorado Boulevard to the south, multi-family and a gas station (Chervron),
commercial office and a drive through restaurant (In-N-Out) to the east, the Foothill
Gold Line rail line to the west runs along the rear property line of the subject site, and
Newcastle Park is just west of the railroad tracks.
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
2
SECTION 2 PROJECT DESCRIPTION
2.1 PROJECT BACKGROUND
Location and Existing Site Conditions. As shown in Figures 1 through 3, the Project
site is located at 501 North Santa Anita, and is identified by Assessor Parcel Number
APN 5775-027-027 and Lot 15 of Tract No. 17329. Currently, the site is developed with
a church building, which was constructed in 1953 but is no longer in use. The former
church covers an area of 12,047 square feet. The rest of the site is primarily paved
surface parking, with landscaping and one oak tree.
The site is bound by multi-family residential housing and Cornell Drive to the north,
North Santa Anita Avenue to the east, West Colorado Boulevard to the south, and
Windsor Road and the Atchison Topeka and Santa Fe (AT&SF) railroad line (Foothill Gold
Line) to the west. Vehicular access for the proposed project is at the intersection of
Cornell Drive and Windsor Road, and further west on Cornell Drive. Surrounding uses
include multi-family residential housing to the north, commercial uses, gas station and
multi-family residential to the east, commercial uses and a car wash to the south, and a
public park (Newcastle Park) to the west.
2.2 EXISTING UTILITY INFRASTRUCTURE
Offsite water from the neighboring property to the north passes through the site
through a 15’ surface drainage easement along a portion of the north property line
before being collected by a catch basin on the site. The catch basin captures the offsite
and onsite water and transfers the water into a 22” × 36” storm drain located in an
easement that runs through the property to Santa Anita along Colorado Blvd, with an
overflow for water to run down to Colorado Blvd to be captured by a separate storm
drain. The storm drains tie into the LA County storm drain system on Santa Anita
Avenue. Storm drainage in the City is provided by curbs and gutters along streets, which
direct water into the catch basins, pipes, and washes that run in a southerly direction in
or near the City. Our four miles of City-maintained storm water management facilities
are present in Arcadia, which connect to regional flood-control and runoff conveyance
facilities. Storm water flows in a southerly direction through the Eaton Wash, Arcadia
Wash, Santa Anita Wash, Sierra Madre Wash, and Sawpit Wash toward the Rio Hondo,
which runs southwest into Whittier Narrows and continues southwest to join the Los
Angeles River in Downey.
Water is provided to the Project site through a 12-inch pipeline located in Windsor Road
and Cornell Drive. The City of Arcadia provides potable water to City residents and
obtains water primarily from local groundwater supplies and treated imported water
from the Metropolitan Water District of Southern California (MWD). The City does not
typically use service from MWD because the City’s collective groundwater supplies are
generally sufficient to meet the City’s water demands.
Sewage from the Project site is conveyed through an eight-inch pipeline located in
Cornell Dr., passing through the property in an easement along the south property line
to the sewer main on Santa Anita Ave. Local sewer lines are maintained by the City and
convey wastewater into trunk lines that are maintained by the Sanitation Districts of Los
Angeles County.
FIGURE 1
Arcadia Multi-Family ResidentialInitial Study
Regional and Project Location
01,0002,000
Feet
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SOURCE: Bing Aerial, 2010
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Pacific Ocean
Los Angeles County
Orange County
SanBernardinoCounty
RiversideCounty
Regional Location
Project Area
01020
Miles
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Project Location
SANTA ANITA AVENUE
COLORADO BOULEVARD
Metro Railroad
NEWMAN AVENUE
WINDSOR ROADCORNELL DRIVE
§¨¦210
Newcastle Park
Residential
Residential
Residential
Angeles National Forest Headquarters Retail
Commercial
CommercialResidential
Commercial
Commercial
FIGURE 2
Arcadia Multi-Family ResidentialInitial Study
Project Site
0100200
Feet
S!!N
I:\SAA1401\Reports\IS\fig2_Project.mxd (12/10/2014)
SOURCE: Google Earth, 2014.
Project Boundary
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
5
Figure 3: Site Photographs
A. Looking northwest toward site at intersection of Colorado Blvd./Santa Anita Ave.
B. Looking northwest across Colorado Blvd. toward project site
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
6
Figure 3: Site Photographs
C. Looking east along Cornell Dr. toward church building (site at right – parking)
D. Looking east across western parking lot of former church site
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
7
2.3 EASEMENTS AND DEDICATIONS
As shown on Figure 4, Existing and Proposed Easements and Dedications, the Project
involves the following easement adjustments and dedications.
A portion of existing Easement A on Lot 27 of Tract No. 17329 for storm drain
purposes shall be quitclaimed by the City of Arcadia.
Existing Easement B on a portion of Lot 15 of Tract No. 17329 shall be
quitclaimed by the City and grant rights to the City of Arcadia for public utility
purposes, sanitary sewer, water, storm drains, electrical poles and wires, cross
arms, overhead guy wires, conduits, gas main and lines, and any other utility and
incidental purposes.
Easement C is located on a portion of Lot 15 of Tract No. 17329 and would grant
rights for public utility purposes.
Easement D on Lot 27 and a portion of Lot 15 of would grant rights to the City of
Arcadia for street and highway purposes.
Easement E on Lot 27 of Tract No. 17329 would grant rights to the City of
Arcadia for storm drain purposes.
Easement F on a portion of Lot 15 of Tract No. 17329 would grants rights to the
City of Arcadia for sewer and storm drain purposes.
Easement G within a portion of Lot 27 and Lot 15 of Tract no. 17329 shall be
vacated to the property owner and the City of Arcadia would retain a public utility
easement.
Dedication H on Lot 27 of Tract No. 17329 would grant rights to the City of
Arcadia for street and highway purposes.
Easement I on a portion of Lot 15 of Tract No. 17329 would grant rights for public
utility purposes and gas.
Easement J on a portion of Lot 15 of Tract No. 17329 would grant rights to the
City of Arcadia for sewer purposes.
2.2 PROJECT CHARACTERISTICS
The proposed “Santa Anita Residence” Project involves the construction of 20 multi-
family residential units in six, two-story townhome style building on 1.18 gross acres in
the City of Arcadia, which is in the County of Los Angeles. The total building area is
approximately 40,438 square feet. The buildings would be Contemporary in style and
are approximately 29 feet in height. The exterior of the building would include smooth
white and tan stucco, cement siding, and cultured stone. Metal framed windows, shed
roofs with grey multidimensional roof tile, and thoughtfully placed architectural
projections and balconies further emphasize the Contemporary style. Each unit will
include at least three bedrooms and two and a half bathrooms and will range from
approximately 1,439 to 2,520 square feet of living area. Additionally, all units will have a
private outdoor area ranging in size from 195 square feet to 852 square feet. Four units
will face N. Santa Anita Avenue, seven units will face Colorado Boulevard, another four
units will face Windsor Road or Cornell Drive, and the remaining units will face the
SOURCE: EGL Associates, Inc, 11/10/14.
I:\ArcadiaMulti-Fam\Reports\IS\fig4a_ExistEasementsDedi.ai (09/23/2015)
Existing Easements and Dedications
Arcadia Multi-Family Residential
Initial Study
FIGURE 4A
SOURCE: EGL Associates, Inc, 11/10/14.
I:\ArcadiaMulti-Fam\Reports\IS\fig4b_PropEasementsDedi.ai (09/23/2015)
Proposed Easements and Dedications
Arcadia Multi-Family Residential
Initial Study
FIGURE 4B
05102030
50
E
PL
PL
PL
PL
PL
PL
PL
PL
PL
NEW
PL
NEW
PL
NEW
NEW
NEW
NEW
NEW
NEW
NEW
EXISTING
EXISTING
COLORADO BLVD
SANTA ANITA AVE
TRASH 1 H
123 456
7
9
10
8
SEWAGE EASEMENT
5'-0" CITY ENGINEERING
EASEMENT
ADJACENT BLDG.
ADJACENTBLDG.
ADJACENT BLDG.
CORNELL DRIVE
WINDSOR RD TRASH 2
10'-0" SCE POWER POLE
EASEMENT
SEWAGE EASEMENT
LOT A
LOT B
LOT A
LOT B
LOT A
LOT B
AS-101.1
SANTA ANITA RESIDENCEARCADIA SANTA ANITA LLC
PARTICIPANTS
501 N. SANTA ANITA AVE
RESIDENTIAL NEVIS_SANTA ANITA ARCADIA, CA 91006
VICINITY MAPSCALE: N.T.S
SHEET INDEX
PROJECT DATA
DIAGRAM 1: LOT A & BSCALE: N.T.SDIAGRAM 2: LOT GAINS AND LOSSESSCALE: N.T.SDIAGRAM 3: USEABLE VS. UNUSEABLE LANDSCALE: N.T.S
SITE NOTES
FIGURE5ArcadiaMulti-FamilyResidentialInitialStudy
ProjectSitePlan
A-200.1
SANTA ANITA
RESIDENCE
ARCADIA
SANTA ANITA LLC
SOURCE: Creative Design Associates, 2014
I:\ArcadiaMulti-Fam\Reports\IS\fig5_Elevations.ai (11/21/2014)
Example Elevations
Arcadia Multi-Family Residential
Initial Study
FIGURE 5
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
12
interior side property line. Access to the site is provided from Santa Anita Avenue, east
to Newman Avenue, and then south to Windsor Road and Cornell Drive. 50 parking
spaces are planned, including 12 surface parking spaces and 38 semi-subterranean
parking spaces. 40 will be garage spaces for residents and 10 will be surface lot parking
for guests. Figures 5 and 6 illustrate the design of the proposed project.
As part of the proposed project, City staff will incorporate the following into standard or
site specific conditions of approval that will assure potential environmental impacts of
the project are as outlined in this evaluation:
dust and other standard air pollutant control measures;
water quality protection and erosion control measures;
incorporate tree protection actions identified in Carlberg Associates report;
design actions to address local geotechnical and soil constraints; and
greenhouse gas emission reduction strategies for residential uses.
2.3 REGULATORY REQUIREMENTS, PERMITS, AND APPROVALS
The project applicant has applied for or will need the following discretionary approvals
from the City relative to this project:
Tentative Tract Map No. 14-03 (73106) – To subdivide the air space for 20
condominium units (AMC Sec. 9255.2.7);
Zone Variance No. ZV 15-02 - To allow a 20-unit multiple-family development in
lieu of the minimum 23-unit density requirement;
Modification No. MP 14-17 – To allow the following Zoning Modifications:
o An encroachment into the 75’ special setback on Colorado Blvd;
o A 15’-0”, 1st and 2nd story, front yard setback along Santa Anita Ave in
lieu of the 25’-0” required (AMC Sec. 9255.2.3);
o A 5’-0” encroachment into the interior side yard setback for a 5’-0” wide
pedestrian access ramp adjacent to the northerly property line in lieu of
the 10’-0” required (AMC Sec. 9255.2.6(B)).
o A 7’-7” to 21’-9”, 1st and 2nd story, street side yard setback along
Colorado Blvd in lieu of the 25’-0” required (AMC Sec. 9255.2.4);
o An 7’-7” street side yard setback and 9’-0” front yard setback for an open
stairwell adjacent to Colorado Blvd in lieu of 25’-0” required (AMC Sec.
9255.2.6(B));
o To allow three required parking spaces to be located within the 25’-0”
street side yard setback for units 1, 2, and 11 (AMC Sec. 9255.2.9);
o To allow three air conditioning units to be located in the required street
side yard setback for units 2, 3, and 11 (AMC Sec. 9255.2.18);
o To allow a building, Building F, to be 219’-0” in length in lieu of the 165’-
0” maximum (AMC Sec. 9255.2.13); and
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o To allow 85 linear feet of fencing adjacent to the northerly interior side
property line and 80 linear feet of fencing adjacent to the southerly street
side yard property line to exceed 6’-0” in height with a maximum height
of 11’-6” measured from the lowest adjacent grade (AMC Sec.
9255.2.21.2).
Oak Tree Encroachment Permit No. TRE 14-30 – To allow construction within the
protected area of one, Coast Live Oak tree; and
Architectural Design Review No. ADR 14-09 – To approve the proposed 20-unit
multiple-family development.
Other non-discretionary actions anticipated to be taken by the City at the Staff level as
part of the proposed project include:
Approval of a Storm Water Pollution Prevention Plan (SWPPP) to mitigate site runoff
during construction (i.e., over the short-term) and a Standard Urban Stormwater
Management Plan (SUSMP) to mitigate for post-construction runoff flows (i.e., over
the long-term during project occupancy and operation).
Building permit. The comprehensive building permit includes building permit,
plumbing, mechanical, and electrical permits.
Grading permit.
Sewer connection permit.
Encroachment permit for work within the City’s right-of-way.
Development of the proposed project may require the following permits and/or
approvals from other responsible agencies:
A National Pollutant Discharge Elimination System (NPDES) permit from the Regional
Water Quality Control Board - Los Angeles Region to ensure that construction site
drainage velocities are equal to or less than the pre-construction conditions and
downstream water quality is not harmed.
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SECTION 3 ENVIRONMENTAL DETERMINATION
3.1 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED
The environmental factors checked below would be potentially affected by this project,
involving no impacts that are a “Potentially Significant Impact” or Less than Significant
with Mitigation Incorporated” as indicated by the checklist on the following pages.
Aesthetics Greenhouse Gas Emissions Population and Housing
Agriculture Resources Hazards/Hazardous Materials Public Services
Air Quality Hydrology/Water Quality Recreation
Biological Resources Land Use and Planning Transportation/Circulation
Cultural Resources Mineral Resources Utilities and Service Systems
Geology and Soils Noise Mandatory Findings of Significance
3.2 DETERMINATION
On the basis of this initial evaluation:
I find that the Project COULD NOT have a significant effect on the environment, and a
CATEGORICAL EXEMPTION (Class 32 – Infill Development) will be prepared.
I find that the Project COULD NOT have a significant effect on the environment, and a
NEGATIVE DECLARATION will be prepared.
I find that although the Project could have a significant effect on the environment,
there will not be a significant effect in this case because revisions in the project have
been made by or agreed to by the project proponent. A MITIGATED NEGATIVE
DECLARATION will be prepared.
I find that the Project MAY have a significant effect on the environment, and an
ENVIRONMENTAL IMPACT REPORT is required.
I find that the Project MAY have a “potentially significant impact” or “potentially
significant unless mitigated” impact on the environment but at least one effect 1) has
been adequately analyzed in an earlier document pursuant to applicable legal
standards, and 2) has been addressed by mitigation measures based on the earlier
analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is
required, but it must analyze only the effects that remain to be addressed.
Signature Date
City of Arcadia
Printed Name Agency
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SECTION 4 ENVIRONMENTAL CHECKLIST AND DISCUSSION
I. AESTHETICS
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Have a substantial adverse effect on a scenic
vista?
b) Substantially damage scenic resources,
including, but not limited to, trees, rock
outcroppings, and historic buildings within a
state scenic highway?
c) Substantially degrade the existing visual
character or quality of the site and its
surroundings?
d) Create a new source of substantial light or
glare, which would adversely affect daytime
or nighttime views in the area?
I.a - d) Less Than Significant. The most prominent scenic resources that can be viewed
from the project area are the San Gabriel Mountains to the north. There are no other unique
vistas, natural or undisturbed areas, or officially recognized scenic areas in the surrounding
area. The project site contains an existing church and parking lot, and the surrounding area
contains newer retail commercial structures to the east and south, and older multi-family
residential structures to the north along Newman Avenue and Windsor Road.
The proposed project would introduce six (6) multi-story multi-family residential buildings onto
the site consistent with the City’s Zoning Code requirements for height but requests reduced
front and street side yard setbacks due to the unusual shape and location of the property. The
previous Figures 5 and 6 provide the proposed project site plan and planned elevations of the
new buildings. Adjacent residential uses are north of the site, with commercial uses to the east
and south (across Colorado Boulevard.) and a recreation facility (Newcastle Park) adjacent to
the west across the railroad tracks. Placement of the new multi-family buildings will therefore
not block any views to the north from existing residences in the area, so there will be no
significant impacts regarding scenic vistas, scenic resources, or the visual quality of the area.
The new buildings will also fit into the overall visual character of the area (newer commercial
and older residential) as shown in Figure 3 (Site Photographs) and Figure 6.
The project will also add nightlighting and a minimal amount of glare from new windows and
driveway lighting fixtures. These improvements will be consistent with the City’s residential
development standards (e.g., lighting) so there will be no significant impacts.
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II. AGRICULTURE RESOURCES
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Convert Prime Farmland, Unique Farmland,
or Farmland of Statewide Importance
(Farmland), as shown on the maps prepared
pursuant to the Farmland Mapping and
Monitoring Program of the California
Resources Agency, to non-agricultural use?
b) Conflict with existing zoning for agricultural
use, or a Williamson Act contract?
c) Conflict with existing zoning for, or cause
rezoning of , forest land (as defined in Public
Resources Code section 12220(g)),
timberland (as defined by Public Resources
Code section 4526, or timberland zoned
Timberland Production (as defined by
Government Code section 51104 (g))?
d) Result in the loss of forest land or conversion
of forest land to non-forest use?
e) Involve other changes in the existing
environment which, due to their location or
nature, could result in conversion of
Farmland, to non-agricultural use or
conversion of forest land to non-forest use?
II.a - e) No Impact. The site is in a completely urban setting and contains at most a half
dozen landscaped trees. It is and has been completely covered over by impervious man-made
surfaces for many years. According to the Farmland Mapping and Monitoring Program (FMMP)
maps, the project site is designated as “Urban Land” and is not underlain by any Prime
Farmland, Unique Farmland, or Farmland of Statewide Importance, so there will be no
significant impacts relative to farmland or forestland. The site and surrounding areas are zoned
for urban uses so there are also no significant impacts regarding land use designations.
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III. AIR QUALITY
Where available, the significance criteria established by the applicable air quality management
or air pollution control district may be relied upon to make the following determinations. Would
the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Conflict with or obstruct implementation of
the applicable air quality plan?
b) Violate any air quality standard or contribute
substantially to an existing or projected air
quality violation?
c) Result in a cumulatively considerable net
increase of any criteria pollutant for which
the project region is non-attainment under
an applicable federal or state ambient air
quality standard (including releasing
emissions which exceed quantitative
thresholds for ozone precursors)?
d) Expose sensitive receptors to substantial
pollutant concentrations?
e) Create objectionable odors affecting a
substantial number of people?
III.a - e) Less than Significant Impact. LSA Associates, Inc. (LSA) compared the
development characteristics of the project (20 units on 1 acre) against the South Coast Air
Quality Management District’s (SCAQMD) daily construction and operational emission standards
and found the project to be substantially below any of the daily thresholds. For example, the
maximum daily construction emissions would be 30 pounds of NOx and 22 pounds of CO,
compared to the SCAQMD thresholds of 100 and 550 pounds per day, respectively. Similarly,
the maximum daily operational emissions would be 1.9 pounds of NOx and 7.8 pounds of CO,
compared to the SCAQMD thresholds of 55 and 550 pounds, respectively (see Appendix A).
Therefore, the project will not violate any air quality standard or expose sensitive receptors to
substantial pollutant concentrations. Due to the size and nature of the project, there is no
potential for the project to result in a significant impact regarding either short- or long-term air
pollutant emissions. The project is consistent with zoning and land use designations for the site
and surrounding area, as outlined in the City’s zoning map and General Plan Land Use Element.
Therefore, the project is consistent with the Air Quality Management Plan (AQMP) for the South
Coast Air Basin (Basin) managed by the SCAQMD which sets forth comprehensive programs
that will eventually lead the Basin into compliance with all federal and state air quality
standards. The City will assure that project construction complies with all standard City
Conditions Of Approvals (COAs) relative to air quality (e.g., dust control, watering during
grading, emission control equipment on work vehicles, etc.).
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In addition, it is a residential project in a residential area, so there will be no significant impacts
regarding odors. Therefore, the project will not result in any significant air quality impacts.
IV. BIOLOGICAL RESOURCES
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Have a substantial adverse effect, either
directly or through habitat modifications, on
any species identified as a candidate,
sensitive, or special status species in local or
regional plans, policies, or regulations, or by
the California Department of Fish and
Wildlife or U.S. Fish and Wildlife Service?
b) Have a substantial adverse effect on any
riparian habitat or other sensitive natural
community identified in local or regional
plans, policies, regulations, or by the
California Department of Fish and Wildlife or
U.S. Fish and Wildlife Service?
c) Have a substantial adverse effect on federally
protected wetlands as defined by Section 404
of the Clean Water Act (including, but not
limited to, marsh, vernal pool, coastal, etc.)
through direct removal, filling, hydrological
interruption, or other means?
d) Interfere substantially with the movement of
any native resident or migratory fish or
wildlife species or with established native
resident or migratory wildlife corridors, or
impede the use of native wildlife nursery
sites?
e) Conflict with the provisions of an adopted
Habitat Conservation Plan, Natural
Community Conservation Plan, or other
approved local, regional, or state habitat
conservation plan?
f) Have a substantial adverse effect, either
directly or through habitat modifications, on
any species identified as a candidate,
sensitive, or special status species in local or
regional plans, policies, or regulations, or by
the California Department of Fish and Game
or U.S. Fish and Wildlife Service?
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IV.a - f) No Impact. The proposed project site is located on a small urban infill site (approx. 1
acre) that contains no native vegetation or drainage features, and supports only limited wildlife
species, mainly those that are tolerant of regular human activity including ground squirrels,
rodents, and song birds such as chickadees and mockingbirds. The existing landscaping on the
site includes a number of small planters with landscaped bushes and approximately a dozen
trees. There is one (1) oak tree that is considered protected under the City’s Oak and Sycamore
tree preservation ordinance. The oak tree has been evaluated by a Certified Arborist, Carlberg
Associates – refer to the report entitled “Protected Tree Evaluation” prepared by Carlberg
Associates dated March 19, 2014 and an Addendum dated August 20, 2015 (see Appendix B).
One Coast Live Oak tree that is in poor health due to being topped and then cut to no more
than a 6’-0” high stump by an unknown party in March 2014 will also be removed. Two (2) 36”
box Coast Live Oak trees are to be planted adjacent to Cornell Drive as replacement trees which
is consistent with the City’s tree preservation ordinance. City staff will include the requirements
of the Carlberg Associates report in the Conditions of Approval (COAs) for the project (see
Appendix B).
At the time of site survey by LSA staff, there was no evidence of birds nesting in the trees or
other onsite vegetation. It should be noted that migratory and raptorial birds are covered by the
Migratory Bird Treaty Act, but no impacts to covered species are expected from project
construction. The project site is not covered by any adopted Habitat Conservation Plan, Natural
Community Conservation Plan, or other local, regional, or state habitat conservation plan. Due
to the size and location of the project site, development of the proposed project will not have
any significant impacts on biological resources.
V. CULTURAL RESOURCES
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Cause a substantial adverse change in the
significance of a historical resource as
defined in §15064.5?
b) Cause a substantial adverse change in the
significance of an archaeological resource
pursuant to §15064.5?
c) Directly or indirectly destroy a unique
paleontological resource or site or unique
geologic feature?
d) Disturb any human remains, including those
interred outside of formal cemeteries?
V.a) Less than Significant Impact. CEQA Section 15064.5, Determining the Significance of
Impacts to Archaeological and Historical Resources, states that:
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“Generally, a resource shall be considered by the lead agency to be ‘historically significant’ if the
resource meets the criteria for listing on the California Register of Historical Resources (Pub.
Res. Code §5024.1, Title 14 CCR, Section 4852) including the following:
(A) Is associated with events that have made a significant contribution to the broad
patterns of California’s history and cultural heritage;
(B) Is associated with the lives of persons important in our past;
(C) Embodies the distinctive characteristics of a type, period, region, or method of
construction, or represents the work of an important creative individual, or possesses
high artistic values; or
(D) Has yielded, or may be likely to yield, information important in prehistory or history.”
For buildings and other structures at least 50 years old, the completeness and integrity of the
structural architecture may cause the site to pass Criterion A, B, and/or C thresholds. The
threshold should be associated with the site context or theme. If sets of unusual artifacts,
buried but unusual buildings, or human remains are detected during tests of cultural resources
in the project site, or if a historical review of the resource finds that it was once associated with
a person and/or event of historical significance at the State/National level, such resources will
likely be considered potentially significant for California Register/National Register listing.
The former church on the site was originally built around 1953 (61 years ago). It changed
ownership and was remodeled several times over the years, and was most recently operated as
the Mandarin Baptist Church of Pasadena. The State Office of Historic Preservation recommends
all structures over 50 years of age be surveyed for historical significance prior to demolition. In
June 2014 LSA Associates, Inc. conducted an historical assessment of the church, which is a
reconnaissance-level architectural survey required as part of the demolition compliance process.
The DPR 523A form completed as part of that survey indicated the church facility did not
appear to be “architecturally significant” in reference to historical character (see Appendix C). It
also does not appear to meet any of the four criteria previously outlined from Public Resources
Code §5024.1. Based on available evidence, the former church does not appear to meet the
CEQA criteria for an identified historic resource, so there is no significant impact on any
identified historical resources.
V.b–d) No Impact. The site has been graded and developed for many years, so it is underlain
by shallow consolidated fill material, and there is no evidence the site or surrounding area is
underlain by important geologic or paleontological resources, nor is there evidence the site
contains any human remains. Based on available information, development of the proposed
project will have no impacts on archaeological, geologic, or paleontological resources.
In the event of an accidental discovery or recognition of any human remains, California State
Health and Safety Code § 7050.5 dictates that no further disturbance shall occur until the
County Coroner has made the necessary findings as to origin and disposition pursuant to CEQA
regulations and PRC § 5097.98. If human remains are found, the LA County Coroner’s office
shall be contacted to determine if the remains are recent or of Native American significance.
Supporting documentation for this conclusion is included in Appendix C.
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VI. GEOLOGY AND SOILS
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Expose people or structures to potential
substantial adverse effects, including the risk
of loss, injury, or death involving:
i) Rupture of a known earthquake fault, as
delineated on the most recent Alquist-
Priolo Earthquake Fault Zoning Map
issued by the State Geologist for the
area or based on other substantial
evidence of a known fault? Refer to
Division of Mines and Geology Special
Publication 42.
ii) Strong seismic groundshaking?
iii) Seismic-related ground failure, including
liquefaction?
iv) Landslides?
b) Result in substantial soil erosion or the loss of
topsoil?
c) Be located on a geologic unit or soil that is
unstable, or that would become unstable as a
result of the project, and potentially result in
on-site or off-site landslide, lateral spreading,
subsidence, liquefaction or collapse?
d) Be located on expansive soil, as defined in
Table 18-1-B of the Uniform Building Code
(1994), creating substantial risks to life or
property?
e) Have soils incapable of adequately supporting
the use of septic tanks or alternative
wastewater disposal systems where sewers
are not available for the disposal of waste
water?
VI.a.i-iii) Less than Significant Impact. The City’s General Plan and other regional
information indicates the Raymond Hill Fault Zone and the Sierra Madre Fault Zone are the only
major faults located in the City of Arcadia, and there are no regional or local faults on or in the
immediate vicinity of the project site. The project study area is underlined by extremely thick
alluvial deposits that are subject to differential settlement during any intense shaking associated
with seismic events, which can be expected for any location in Southern California. This can
result in damage to property when an area settles to different degrees over a relatively short
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distance. Almost the entire region is subject to this hazard, but building design standards do
significantly reduce the potential for harm. The site is also not located in an area subject to
liquefaction. Therefore, the project site is not expected to be subject to any significant impacts
regarding fault zones, strong seismic ground shaking, ground failure, or liquefaction, or
landslides.
VI.a.iv – e) No Impact. The project site is also a flat site and will not be subject to either
onsite or offsite landslide hazards. Similarly, the site is covered with impermeable surfaces and
only 1 acre in size, so grading for the proposed project will not result in substantial erosion or
loss of topsoil.
Available information indicates the site is not located over a hazardous geologic unit or would
be subject to severe seismic activity or related impacts such as lateral spreading. Subsidence is
the sudden sinking or gradual downward settling of the earth’s surface with little or no
horizontal movement. Subsidence is caused by a variety of activities, which includes, but is not
limited to, withdrawal of groundwater, pumping of oil and gas from underground, the collapse
of underground mines, liquefaction, and hydrocompaction. However, the City of Arcadia is
located on an alluvial plain that is relatively flat and expected to be stable, and groundwater
levels below the site are greater than 50 feet in depth.
According to the Natural Resources Conservation Service (formerly the U.S. Soil Conservation
Service), the proposed project site and surrounding area are underlain by deep well-drained
alluvial soils that have low to moderate expansion potential.
The proposed project would be connected to the existing sewer system, so no septic or
alternative wastewater disposal systems are needed.
For the reasons outlined above, the project will have no significant impacts related to
landslides, erosion, loss of topsoil, lateral spreading, liquefaction, expansive soils, or use of
septic tanks or alternative treatment systems.
VII. GREENHOUSE GAS EMISSIONS
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Generate gas emissions, either directly or
indirectly, that may have a significant impact
on the environment?
b) Conflict with an applicable plan, policy or
regulation adopted for the purpose of
reducing the emissions of greenhouse gases?
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VII.a-b) Project-related emissions of GHGs include direct emissions from project vehicular
traffic and indirect emissions from electric power plants generating electricity, energy used to
provide water, and the processing of solid waste. The project would utilize quantifiable amounts
of electricity, natural gas, water and generate solid waste that will contribute CO2, CH4, and N2O
emissions. However, based the size and type of project (20 multi-family residential units on 1
acre), LSA Associates, Inc. (LSA) concludes that greenhouse gas (GHG) emissions from the
proposed project are far below the South Coast Air Quality Management District’s (SCAQMD)
thresholds for GHGs (3,000 metric tons per year)(see Appendix A).
The City of Arcadia has adopted policies under the City’s General Plan to reduce greenhouse
gas emissions in compliance with SB 375 and AB 32, to reduce greenhouse gas emissions to
1990 levels by 2020, and 80 percent below 1990 levels by 2050. The project will be required to
comply with these local GHG emission control measures as standard Conditions of Approval
(COAs).
Compliance with the City’s policies will result in less than significant project and cumulative
impacts related to GHGs and global climate change.
In addition, the project is subject to mandatory provisions of the 2010 California Green Building
Code which was implemented in January 2014 to reduce GHG emissions. The code specifies a
reduction in water use by using water efficient plumbing fixtures and automated irrigation
systems that are weather sensitive. Energy and air pollution reduction is accomplished by using
low VOC paints and carpets, installation of whole house exhaust fans, installation of gas not
wood burning fireplaces, and installation of energy efficient appliances.
VIII. HAZARDS AND HAZARDOUS MATERIALS
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Create a significant hazard to the public or
the environment through the routine
transport, use, or disposal of hazardous
materials?
b) Create a significant hazard to the public or
the environment through reasonably
foreseeable upset and accident conditions
involving the release of hazardous materials
into the environment?
c) Emit hazardous emissions or handle
hazardous or acutely hazardous materials,
substances, or waste within one-quarter mile
of an existing or proposed school?
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Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
d) Be located on a site which is included on a list
of hazardous materials sites compiled
pursuant to Government Code Section
65962.5 and, as a result, would it create a
significant hazard to the public or the
environment?
e) For a project located within an airport land
use plan or, where such a plan has not been
adopted, within two miles of a public airport
or public use airport, would the project result
in a safety hazard for people residing or
working in the project area?
f) For a project within the vicinity of a private
airstrip, would the project result in a safety
hazard for people residing or working in the
project area?
g) Impair implementation of or physically
interfere with an adopted emergency
response plan or emergency evacuation plan?
h) Expose people or structures to a significant
risk of loss, injury or death involving wildland
fires, including where wildlands are adjacent
to urbanized areas or where residences are
intermixed with wildlands?
VIII.a-h) The site currently contains a former church and demolition will comply with existing
federal and state laws regarding hazardous materials if any are present (e.g. asbestos-
containing materials, lead-based paint, etc.). The project proposes to develop six multi-family
residential buildings that are not expected to use or generate substantial or significant amounts
of hazardous materials. Compliance with existing federal, state, and local laws/regulations
regarding hazardous materials will ensure that potential hazard-related impacts of the project
are less than significant.
There is a private school, Arroyo Pacific Academy, located within a quarter mile of the project
site. The main campus building is located at 41 W. Santa Clara Street and a secondary building
for art technology, arts, and fitness is located at 400 Rolyn Place, approximately 1,110 feet and
500 feet south of the subject site, respectively. The proposed project, however, would not emit
or produce any hazardous materials that would represent a health hazard to the public.
There are no properties in the vicinity of the project site, nor is the project site itself, on any
Federal Superfund Sites (NPL), State Response Sites, Voluntary Cleanup Sites, School Cleanup
Sites, Permitted Sites, or Corrective Action sites lists. Neither the project site nor the
surrounding properties within one-quarter mile of the site are identified on the California State
Water Resources Control Board’s Geotracker list of leaking underground fuel tank (LUFT) sites.
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The proposed project site is not located within an airport land use plan or within two miles of a
public airport or private airstrip. Therefore, there would be no airport-related safety hazards
related to the project.
Police, fire, and paramedic services are currently provided by the City to the project site. The
site is accessible via Colorado Boulevard and Santa Anita Avenue. Development of the project
will not reduce the existing level of emergency access or the ability to evacuate onsite or area
residents if an emergency or disaster occurs.
According to the California Department of Forestry and Fire Protection (CAL Fire) mapping
system the City of Arcadia contains areas considered to be Very High Fire Hazards Zones. The
map created by CAL Fire has been adopted by the City to target these areas and implement
stringent wild land fire mitigation strategies. The proposed project site does not fall within any
fire hazard zones, and is not within close proximity to any wildlands and will not have a fire
hazard impact. Review of proposed building plans is a standard part of the City’s development
review process, and the proposed project will be required to comply with any building design
requirements of the City Fire Department (see Section XIV, Public Services) to address urban
(non-wildland) fire hazards.
In conclusion, compliance with existing federal, state, and local laws/regulations and payment
of established development impact fees will help ensure that potential hazard-related impacts of
the project are less than significant.
IX. HYDROLOGY AND WATER QUALITY
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Violate any water quality standards or waste
discharge requirements?
b) Substantially deplete groundwater supplies or
interfere substantially with groundwater
recharge such that there would be a net
deficit in aquifer volume or a lowering of the
local groundwater table level (e.g., the
production rate of pre-existing nearby wells
would drop to a level which would not
support existing land uses or planned uses for
which permits have been granted)?
c) Substantially alter the existing drainage
pattern of the site or area, including through
the alteration of the course of a stream or
river, in a manner that would result in
substantial erosion or siltation on site or off
site?
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Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
d) Substantially alter the existing drainage
pattern of the site or area, including through
the alteration of the course of a stream or
river, or substantially increase the rate or
amount of surface runoff in a manner that
would result in flooding on site or off site?
e) Create or contribute runoff water, which
would exceed the capacity of existing or
planned storm water drainage systems or
provide substantial additional sources of
polluted runoff?
f) Otherwise substantially degrade water
quality?
g) Place housing within a 100-year flood hazard
area as mapped on a federal Flood Hazard
Boundary or Flood Insurance Rate Map or
other flood hazard delineation map?
h) Place within a 100-year flood hazard area
structures that would impede or redirect flood
flows?
j) Inundation by seiche, tsunami, or mudflow?
IX.a-j) No Impact. In 1972, the Clean Water Act (CWA) was amended to require National
Pollutant Discharge Elimination System (NPDES) permits for the discharge of pollutants into
“Waters of the U.S.” from any point source. In 1987, the CWA was amended to require that the
U.S. Environmental Protection Agency establish regulations for permitting under the NPDES
permit program, that at the local level cities must ensure provision of vegetates swales, buffers,
and infiltration areas in new development projects. For Arcadia, the NPDES program is issued
by the Regional Water Quality Control Board, Los Angeles Region. The NPDES program
coordinates the actions of all incorporated cities within this region (except Long Beach) and Los
Angeles County to regulate and control storm water and urban runoff into Los Angeles County
waterways and ocean. The proposed project will be subject to NPDES requirements as well as
the City of Arcadia’s Water Efficient Landscape Ordinance (WELO) which is a standard
regulatory requirement that is incorporated into project design through standard Conditions of
Approval (COAs). During the construction period, the City would require the project to use a
series of standard BMPs to reduce erosion and sedimentation. These measures may include the
use of gravel bags, silt fences, hay bales, check dams, hydroseed, and soil binders. The
construction contractor would be required to operate and maintain these controls throughout
the duration of on-site construction activities.
The site is already fully developed with impervious surfaces, and the proposed project would
result in similar long-term conditions. Onsite runoff will be either infiltrated into the ground in
landscaped areas or be directed to several catch basins and down drains which will then direct
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runoff into the City’s storm drain system. New development is required to meet or exceed pre-
project conditions for stormwater discharge, and the proposed project would be required to
retain any additional runoff onsite and discharge it to the storm drain system at rates that do
not exceed pre-project conditions. Adherence to NPDES requirements is required of all
development within the City. Due to the small size of the site, no impacts related to
groundwater quality or supply are expected.
Most of the annual rainfall in the region occurs in the winter with potential flooding occurring in
the City from intense storms resulting in rapid runoff. The Federal Emergency Management
Agency (FEMA) Flood Insurance Rate Maps (FIRMs) identify areas subject to flooding during the
100-year storm event. Note that the term “100-year” is a measure of the size of the flood, not
how often it occurs. The “100-year flood” is a flooding event that has a one percent chance of
occurring in any given year. Based on these FIRM maps, the project site is not located within
the 100-year floodplain; therefore, the project would not impede or redirect flood flows.
Construction and operation of the proposed project would not cause or increase the likelihood
of failure of a levee or dam that could result in flooding. The project site is located within the
flood hazard zone for Santa Anita Debris Dam, which is located along the Santa Anita Wash
approximately 1.7 miles northeast of the project site. However, the project site and the entire
community is in Flood Zone D which does not require the City to implement any flood plain
management regulation as a condition per the National Flood Insurance Program from the
Federal Emergency Management Agency. Therefore, impacts in this regard would be less than
significant.
The project site does not have any enclosed bodies of water (e.g., reservoir tank or pond) that
could cause or result in a seiche (standing wave) during a seismic event. The site is also not
located near the Pacific Ocean or within a tsunami or mudflow hazard area. Therefore, the
project would not result in any significant impacts related to these hazards, and no mitigation is
required.
With implementation of the City’s development review process, potential short- and long-term
impacts related to drainage, water quality, flooding, and dam inundation will be less than
significant.
X. LAND USE AND PLANNING
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Physically divide an established community?
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b) Conflict with any applicable land use plan,
policy, or regulation of an agency with
jurisdiction over the project (including, but
not limited to the general plan, specific plan,
local coastal program, or zoning ordinance)
adopted for the purpose of avoiding or
mitigating an environmental effect?
c) Conflict with any applicable habitat
conservation plan or natural community
conservation plan?
X.a and c) No Impact. The project site is in an urbanized area and is surrounded by
developed uses. It is also on the northeast corner of the intersection of two major arterials
(Colorado Boulevard and Santa Anita Avenue.) with commercial uses along both roadways
adjacent to the site. The only existing residential land uses are north of the site (along Newman
Avenue and Windsor Road) and the rest of the surrounding land uses are commercial in nature
or public facilities (park to the west). In addition, the proposed site plan indicates that access in
and around the site will be maintained similar to that which exists now. Therefore, demolition of
the existing former church facility and development of new multi-family residential uses on the
project site would not physically divide an established community.
Arcadia’s General Plan and zoning map designate the proposed project and surrounding area
with the following land uses:
Area/
Direction
Existing
Land Uses
Land Use
Designations
Zoning
Designations
Project
Site
Church (vacant) and
parking lot
High Density Residential (HDR)
(12-30 dwelling units per acre)
High Density Multi-Family
Residential (R-3)
North Multi-family residential High Density Residential (HDR)
(12-30 dwelling units per acre)
High Density Multi-Family
Residential (R-3)
South Colorado Boulevard and
retail commercial uses
Commercial (Downtown Overlay) General Commercial (C-2)
(Downtown Overlay)
Commercial Manufacturing
(C-M)
East Santa Anita Avenue and
retail commercial uses
Commercial
High Density Residential (HDR)
(12-30 dwelling units per acre)
General Commercial (C-2)
High Density Multi-Family
Residential (R-3)
West Multi-family residential,
railroad tracks and
Newcastle Park (beyond
tracks)
High Density Residential (HDR)
(12-30 dwelling units per acre),
Rail Right-of-Way, and Open
Space-Outdoor Recreation (park)
High Density Multi-Family
Residential (R-3),
Rail Right-of-Way (R-R),
Public Purpose (S-2)
The High Density Residential land use designation of the General Plan allows development with
a unit density of 12-30 units per acre (Land Use and Community Design Element, page 2-11).
The proposed project has a density of 20 units per acre, so it is consistent with this limit but
does not meet the minimum density. The site also has a specific zoning of R-3 or High Density
Multi-Family Residential, and the proposed project is also consistent with this zoning
designation, but again does not meet the minimum density. The existing residential units in the
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area are multi-family in nature and 1-2 stories in height, so the proposed project would be
consistent with the general character of the surrounding area. Therefore, there will be no
significant impacts regarding land use consistency and compatibility.
The project site is not designated for any type of habitat protection under the City’s General
Plan, and is not covered by any adopted Habitat Conservation Plan or Natural Community
Conservation Plan. Therefore, there will be no impacts in this regard.
X.b.) Less than Significant Impact. The City of Arcadia is a charter city. Only 20 units are
proposed which does not meet the minimum density of 23 units. This is due to the irregular
shape of the lot and easements that must be maintained on the western portion of the lot, and
therefore cannot be built on. Approval of a Zone Variance to allow fewer units would constitute
acceptance by the City and would still be consistent with the General Plan. Therefore, the
proposed project would have no significant land use impacts and no mitigation is required.
XI. MINERAL RESOURCES
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Result in the loss of availability of a known
mineral resource that would be of value to
the region and the residents of the state?
b) Result in the loss of availability of a locally-
important mineral resource recovery site
delineated on a local general plan, specific
plan or other land use plan?
XI.a-b) The project site is within a fully developed portion of the City and does not contain, nor
is it designated as, a source of mineral resources (e.g., construction aggregate). Therefore,
there will be no impacts in this regard, and no mitigation is required.
XII. NOISE
Would the project result in:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Exposure of persons to or generation of noise
levels in excess of standards established in
the local general plan or noise ordinance, or
applicable standards of other agencies?
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b) Exposure of persons to or generation of
excessive groundborne vibration or
groundborne noise levels?
c) Substantial permanent increase in ambient
noise levels in the project vicinity above levels
existing without the project?
d) Substantial temporary or periodic increase in
ambient noise levels in the project vicinity
above levels existing without the project?
e) For a project located within an airport land
use plan or, where such a plan has not been
adopted, within two miles of a public airport
or public use airport, would the project
expose people residing or working in the
project area to excessive noise levels?
f) For a project within the vicinity of a private
airstrip, would the project expose people
residing or working in the project area to
excessive noise levels?
XII.a-d) Less than Significant Impact. The City’s noise impact thresholds are outlined in
the General Plan and the City’s Noise Ordinance. The project is consistent with onsite and area
zoning, so noise impacts will be within General Plan standards. Construction of the proposed
project is expected to require the use of earthmovers, bulldozers, and water and pickup trucks,
however, the worst-case combined noise level during construction would not be expected to
exceed 90 dBA Lmax at a distance of 50 feet from the active construction area. In addition, City
staff would require the project to comply with the noise ordinance requirements for construction
activities. Therefore, noise impacts of the project will comply with local regulations and would
be less than significant.
The Foothill Gold Line train line runs along the rear property line. The Environmental Impact
Report (EIR) that was prepared in 2007 for the Gold Line Foothill Extension from Pasadena to
Montclair, evaluated the impacts to the subject site but for the Church use. Since a residential
use was not evaluated in the EIR, a train noise impact assessment for the proposed project was
prepared by LSA Associates, Inc. (LSA December 2014)(Appendix D) to examine the potential
train noise impacts of the proposed residential use.
The City of Arcadia Noise Element of the General Plan establishes exterior noise criteria for
outdoor living areas associated with residential uses. It requires that interior areas of new
residential homes not exceed 45 dBA CNEL and that exterior active use areas not exceed 65
dBA CNEL.
The City’s Noise Ordinance establishes the maximum permissible noise level that may intrude
into a neighbor’s property. For Residential Zone, the exterior noise levels shall not exceed 55
dBA for more than 30 minutes in any hour during daytime hours between 7:00 a.m. and 10:00
p.m. For events occurring within shorter periods of time, the noise levels are adjusted upward
accordingly. For events lasting equal to or less than 30 minutes but more than 15 minutes, the
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exterior noise shall not exceed 60 dBA during daytime hours. For events lasting equal to or less
than 15 minutes but more than 5 minutes, the exterior noise shall not exceed 65 dBA during
daytime hours. For events lasting equal to or less than 5 minutes but more than 1 minute, the
exterior noise shall not exceed 70 dBA during daytime hours. At any time during daytime hours,
the exterior noise shall not exceed 75 dBA
The assessment determined that short- and long-term noise levels from the Foothill Gold Line
would not exceed the City’s noise standards, so there will be no significant noise impacts on
future project residents in that regard.
The project is consistent with onsite and surrounding zoning, so the incremental vehicular traffic
trips associated with the proposed project would not result in significant traffic noise impacts on
off-site sensitive uses (i.e., Santa Anita Avenue and Colorado Boulevard are adjacent to the
site). The project will comply with City design and construction requirements for multi-family
development, so short- and long-term noise impacts are expected to be less than significant.
XII.e-f) No Impact. The proposed project site is not located within an airport land use plan
or within two miles of a public airport or private airstrip. Therefore, there would be no airport-
related noise impacts related to the project.
XIII. POPULATION AND HOUSING
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Induce substantial population growth in an
area, either directly (for example, by
proposing new homes and businesses) or
indirectly (for example, through extension of
roads or other infrastructure)?
b) Displace substantial numbers of existing
housing, necessitating the construction of
replacement housing elsewhere?
c) Displace substantial numbers of people,
necessitating the construction of replacement
housing elsewhere?
XIII.a) Less than Significant Impact. The proposed project would result in only minor
population growth for the City. The site contains a former church so there are no residents or
employees currently on the site. The proposed project could add 57 additional residents to the
City, which is estimated based on 20 multi-family units times 2.83 persons per unit based on
2010 federal census data. This is less than what was projected for this lot since the proposed
project does not meet the minimum density requirement of 23 units.
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XIII.b-c) No Impact. The project would result in demolition of the former church building but
will not result in the loss of any current (i.e., baseline) employment since the church has
already been closed, and the site did not contain any housing or residents so none would be
lost by project development.
XIV. PUBLIC SERVICES
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Would the project result in substantial
adverse physical impacts associated with the
provision of new or physically altered
governmental facilities, need for new or
physically altered governmental facilities, the
construction of which could cause significant
environmental impacts, in order to maintain
acceptable service ratios, response times or
other performance objectives for any of the
public services:
Fire Protection?
Police Protection?
Schools?
Parks?
Other Public Facilities?
XIV.a) Less than Significant Impact. The proposed project would replace a former church
with 20 multi-family residential units that would generate incrementally more local traffic and
population into the project area. This increase in population would incrementally increase the
need for fire, police, parks, and other public facilities. However, these increases would be small
and would not result in any significant public service impacts. The City will require the proposed
project to pay all applicable Development Impact Fees to the City and to the local school district
to alleviate potential impacts related to public services.
XV. RECREATION
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Would the project increase the use of existing
neighborhood and regional parks or other
recreational facilities such that substantial physical
deterioration of the facility would occur or be
accelerated?
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b) Does the project include recreational facilities
or require the construction or expansion or
recreational facilities, which might have an adverse
physical effect on the environment?
XV.a-b) Less than Significant Impact. The project proposes 20 additional residential units
that would require an incremental amount of additional recreational facilities or programs.
Project residents would also be able to take advantage of existing City and County park facilities
and services. The City will require the proposed project to pay applicable Development Impact
Fees to the City for parks.
XVI. TRANSPORTATION/TRAFFIC
Would the project:
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Conflict with an applicable plan, ordinance or
policy establishing measures of effectiveness
for the performance of the circulation system,
taking into account all modes of
transportation including mass transit and
non-motorized travel and relevant
components of the circulation system,
including but not limited to intersections,
streets, highways and freeways, pedestrian
and bicycle paths, and mass transit?
b) Conflict with an applicable congestion
management program, including, but not
limited to level of service standards and travel
demand measures, or other standards
established by the county congestion
management agency for designated roads or
highways?
c) Result in a change in air traffic patterns,
including either an increase in traffic levels or
a change in location that result in substantial
safety risks?
d) Substantially increase hazards due to a
design feature (e.g., sharp curves or
dangerous intersections) or incompatible uses
(e.g., farm equipment)?
e) Result in inadequate emergency access?
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f) Conflict with adopted policies, plans, or
programs regarding public transit, bicycle, or
pedestrian facilities, or otherwise decrease
the performance or safety of such facilities?
XVI.a-b) Less than Significant Impact. The project is very small and consistent with site
zoning, so City staff determined that no formal traffic impact analysis was required. Trip
generation for the proposed project is shown below and is based on rates from the Institute of
Transportation Engineers (ITE) Trip Generation (9th Ed., 2013) for Land Use 230 “Residential
Condominium/Townhouse.” The following summarizes the trip generation for the proposed
project during the a.m. and p.m. peak hours. As shown below, the project is expected to
generate 116 daily total trips, with 9 trips occurring the a.m. peak hour and 11 trips occurring
during the p.m. peak hour.
Land Use
AM Peak Hour PM Peak Hour
Daily Trips In Out Total In Out Total
Condos/Townhomes (20)
Dwelling Units Trips/Unit1 0.07 0.37 0.44 0.35 0.17 0.52 5.81
Trip Generation
(rounded up)
2 8 9 7 4 11 116
Source: ITE 9th Ed, 2014 1 Rates based on Land Use 230 – “Residential Condominium/Townhouse”
The former church on the site is not active at present, but the project would only generate an
incremental amount of additional traffic during the peak hours. This small increase in ambient
traffic is not expected to result in any significant traffic impacts to local roadways or
intersections, or the nearby I-210 freeway ramps or mainline. The City of Arcadia utilizes
County’s Congestion Management Program (CMP) traffic impact study guidelines that define a
“significant traffic impact” as an increase in demand by at least 2 percent where the intersection
would operate at LOS F with the project traffic. The small amount of traffic expected from the
project will not exceed the CMP threshold of 50 peak hour trips to conduct an intersection
analysis. Therefore, the project is not expected to produce any significant traffic volume
impacts.
Regarding parking, the site plan includes 50 parking spaces and the City requires 50 parking
spaces. While parking was recently removed from the State CEQA Guidelines Appendix G
Checklist as an environmental issue, it is nonetheless important to know how much parking is
being provided by the project compared to how much is needed and/or required by the City to
assure that project occupants will not have to park on adjacent properties due to a deficiency of
onsite parking, which would be an indirect environmental impact affecting adjacent properties.
In this case, there should be no such impacts.
XVI.c-f) No Impact. The proposed project does not include uses or components that would
affect air traffic, so no substantial safety risks would result from project implementation. No
significant impacts would occur, and no mitigation is required.
The proposed project will incrementally increase traffic onsite and on adjacent streets and
intersections. The site plan indicates the project will take access from the established roadway
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connections (Windsor Road to the north to Newman Avenue, to Santa Anita Avenue), and will
not create any new or unsafe driveways or access points. The project is also compatible with
surrounding land uses.
The Arcadia Police Department and the Arcadia Fire Station 106 are approximately three
minutes or less from the project site in terms of response time (i.e., 0.85 mile and 1.85 miles @
35 mph, respectively). Traffic associated with project construction may have a temporary effect
on existing traffic circulation patterns. However, the proposed project is in a urban setting and
direct access to the site will be available primarily from Santa Anita Avenue and secondary
emergency access will be available via Cornell Drive. Due to the proximity of emergency
services, the urban setting, and availability of access to the site impacts to emergency access
will be less than significant. The proposed project will also comply with all of the City’s
requirements for emergency access, so there will be no significant impacts.
The project site is adjacent to Santa Anita Avenue and Colorado Boulevard which provide
vehicular and non-vehicular access to the project area. City staff will also require the project to
be consistent with City policies supporting public transit, bicycle, and pedestrian facilities, so
there will be no significant impacts.
XVII. UTILITIES AND SERVICE SYSTEMS
Would the project:
b) Require or result in the construction of new
water or wastewater treatment facilities or
expansion of existing facilities, the
construction of which could cause significant
environmental effects?
c) Require or result in the construction of new
stormwater drainage facilities or expansion of
existing facilities, the construction of which
could cause significant environmental effects?
d) Have sufficient water supplies available to
serve the project from existing entitlements
and resources, or are new or expanded
entitlements needed?
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
a) Exceed wastewater treatment requirements
of the applicable Regional Water Quality
Control Board?
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e) Result in a determination by the wastewater
treatment provider, which serves or may
serve the project that it has adequate
capacity to serve the project’s projected
demand in addition to the provider’s existing
commitments?
f) Be served by a landfill with sufficient
permitted capacity to accommodate the
project’s solid waste disposal needs?
g) Comply with federal, state, and local statutes
and regulations related to solid waste?
XVII.a-g) Less than Significant Impacts. The project site currently has a former church
that when it operational it discharged its wastewater into the sanitary sewerage collection and
treatment systems provided by the City of Arcadia and the County of Los Angeles, respectively.
Under Section 402 of the Federal Clean Water Act (CWA), the Regional Water Quality Control
Board (RWQCB) issues National Pollutant Discharge Elimination System (NPDES) permits to
regulate waste discharges to “waters of the U.S.,” which includes rivers, lakes, and their
tributary waters. Waste discharges include discharges of stormwater and construction project
discharges. Construction of a project resulting in the disturbance of more than one acre
requires an NPDES permit. Construction project proponents are also required to prepare a
Storm Water Pollution Prevention Plan (SWPPP).
Prior to the issuance of a grading permit, the project applicant would be required to satisfy City
requirements related to the payment of fees and/or the provision of adequate wastewater
facilities. The project would also have to comply with the waste discharge prohibitions and
water quality objectives established by the RWCQB and the City as part of the development
review and approval process. Therefore, project impacts related to this issue would be less
than significant.
Water and wastewater services are provided to the project site by the City of Arcadia Public
Works Services Department. The department obtains water from both groundwater and
imported water. The City also provides sewer service collection to the local area. Wastewater
from the area is carried by sewers to the San Jose Creek Water Reclamation Plant which is
operated by the Sanitation Districts of Los Angeles County. The project will not cause a need to
construct any new water or wastewater treatment facilities, or expansion of existing facilities
because these facilities are adequately sized to service the site, so there will be no significant
impacts.
A new sewer main will be constructed from Cornell Drive, adjacent to Unit 3, and tie into the
existing sewer main adjacent to Colorado Blvd. A portion of the existing sewer main that runs
southeast through the western portion of the site will be abandoned, and a sewer cleanout, cast
iron sewer main will be constructed. Two existing manholes will be relocated and two new
manholes will be constructed.
A new storm drain pipe and catch basins will be constructed along the northerly property line,
Windsor Road, and Cornell Drive to connect to new curb opening catch basin on Cornell Drive.
This will connect to a new storm drain pipe and sewer manhole that will be constructed in the
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driveway between Unit 2 and 3 and will tie into an existing catch basin that will be modified
adjacent to Colorado Boulevard. A new 30” storm drain pipe will be constructed from the
modified catch basin and will run along Colorado Boulevard to N. Santa Anita Avenue.
The new, modified, and relocated utilities are necessary to develop on the lot, however no
expansion of these facilities are required as a result of the proposed project. Therefore the
proposed project will have a less than significant impact on these facilities.
Water service is provided to the project site by the City of Arcadia Public Works Services
Department. The department obtains groundwater from the Main San Gabriel and Raymond
Groundwater Basins. The City also obtains water imported from the Metropolitan Water District
of Southern California (MWD) via the State Water Project and the Colorado River. According to
MWD’s website, it will be able to meet the region’s water needs through 2030. In addition, the
proposed project does not meet the threshold to prepare a project-specific Water Supply
Assessment (WSA) under SB 610. Therefore, impacts related to water supply are considered to
be less than significant.
The proposed project would not increase the area population or otherwise induce substantial
new population growth beyond that identified in the City’s General Plan (i.e., project is
consistent with current zoning), as outlined in the previous Section XIII, Population and
Housing. Therefore, impacts related to wastewater are less than significant.
The City of Arcadia does not contract with a particular landfill. The proposed project would
generate wastes both during construction and occupancy of the new townhomes. According to
the California Recycle website, multi-family residences generate approximately 30 pounds of
trash per unit per day, so the proposed project as a worst case scenario could generate up to
600 pounds of trash each day or 219,000 pounds per year.
The proposed project would be required to comply with applicable elements of AB 1327,
Chapter 18 (California Solid Waste Reuse and Recycling Access Act of 1991), and other
applicable local, state, and federal solid waste disposal standards, thereby ensuring that impacts
associated with this issue would be considered to be less than significant.
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XVIII. MANDATORY FINDINGS OF SIGNIFICANCE
a) Does the project have the potential to
degrade the quality of the environment,
substantially reduce the habitat of a fish or
wildlife species, cause a fish or wildlife
population to drop below self-sustaining
levels, threaten to eliminate a plant or animal
community, reduce the number or restrict the
range of a rare or endangered plant or animal
or eliminate important examples of the major
periods of California history or prehistory?
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
XVIII.a) The project site is fully developed and contains no biological resources except for
several landscaped trees. Development of the proposed project would not result in any
significant impacts to listed or sensitive plants or animals, and it will comply with the City’s tree
preservation ordinance. The project site does contain a structure that is over 50 years old;
however, the structure was determined to not be a significant historic resource under CEQA.
b) Does the project have impacts that are
individually limited, but cumulatively
considerable? (“Cumulatively considerable”
means that the incremental effects of a
project are considerable when viewed in
connection with the effects of past projects,
the effects of other current projects, and the
effects of probable future projects.)
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
XVIII.b) As presented in the discussion of environmental checklist questions I through XVII,
the project will have no impacts or less than significant impacts with respect to all
environmental issues. Due to the limited scope of direct physical impacts to the environment
associated with this small development project (consistent with current zoning), the project will
not have significant cumulative environmental impacts within the City or surrounding areas.
c) Does the project have environmental effects
that will cause substantial adverse effects on
human beings, either directly or indirectly?
Potentially
Significant
Impact
Less than
Significant
with
Mitigation
Incorporated
Less than
Significant
Impact
No
Impact
XVIII.c) In general, impacts to human beings from the project may occur due to air pollutant
emissions, hazards and hazardous materials, and noise. The South Coast Air Basin is currently
designated as a non-attainment area for ozone, PM10, and PM2.5. Development of the project
would contribute to air pollutant emissions on a short-term basis. The proposed project would
be required to comply with regional rules that assist in reducing short-term air pollutant
emissions. The analysis in Section III determined that this small project would not produce any
significant short- and long-term air pollutant impacts from the project.
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
39
In addition, the analyses in Sections VIII and IX, respectively, evaluated potential impacts
related to hazards/hazardous materials and to water resources and determined there was either
no impact or impacts were less than significant. As detailed in the preceding responses,
development of the proposed project would not result, either directly or indirectly, in adverse
hazards and noise effects, resulting in a corresponding less than significant impact to human
beings.
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
40
SECTION 5 LIST OF PREPARERS
5.1 LSA ASSOCIATES, INC.
• Kent Norton, AICP, REPA (Project Manager)
• Lynn Calvert-Hayes, AICP (Principal in Charge)
• Tony Chung, Ph.D. (Noise/Air Quality/GHG Studies)
• Katherine Best (Environmental Planner)
• Casey Tibbet (Historical Assessment)
• Margaret Gooding (Graphics)
5.2 CITY OF ARCADIA
• Lisa Flores (Planning Services Manager)
• Jordan Chamberlin (Assistant Planner)
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
41
SECTION 6 REFERENCES
Arcadia 2010 “City of Arcadia General Plan.” City of Arcadia. November 2010.
BB&N 1987 “Noise Control for Buildings and Manufacturing Plants,” Bolt, Beranek &
Newman (BB&N), 1987.
CalEPA 2014 “Managing Hazardous Waste,” California Environmental Protection
Agency (CalEPA) and Department of Toxic Substances Control, website
accessed December 1, 2014. http://www.dtsc.ca.gov/hazardouswaste
CalEPA 2014 “Certified Unified Program Agency (CUPA) Program Directory,” California
Department Environmental Protection Agency (CalEPA), website
accessed November 30, 2014.
http://www.calepa.ca.gov/CUPA/Directory/default.aspx
CALREC 2014 Calrecycle website accessed December 1, 2014.
www.calrecycle.ca.gov
Caltrans 2001 “Transportation Related Earthborne Vibrations (Caltrans Experiences)”.
California Department of Transportation (Caltrans), Division of
Environmental Analysis, Office of Noise, Air Quality, and Hazardous
Waste Management. Technical Advisory, Vibration. TAV-02-01-R9601.
February 20, 2001.
Caltrans 2014 California Department of Transportation Scenic Highway Program,
California Department of Transportation (Caltrans), website accessed
December 2, 2014.
http://www.dot.ca.gov/hq/LandArch/scenic_highways/scenic_hwy.htm
CAPCOA 2008 “CEQA & Climate Change: Evaluating and Addressing Greenhouse Gas
Emissions from Projects Subject to the California Environmental Quality
Act,” California Air Pollution Control Officers Association (CAPCOA),
January 2008.
CARB 2007 “Proposed Early Actions to Mitigate Climate Change in California,”
California Air Resources Board (CARB), April 20, 2007.
CCCPP 2013 “Hydrofluorocarbon, Perfluorocarbon, and Sulfur Hexafluoride
Emissions,” California Climate Change Policy and Program (CCCPP),
California Climate Change Portal, website accessed July 21, 2013.
http://www.climatechange.ca.gov/policies/1990s_in_depth/page11.html
CCR 2013 “California Health and Safety Code,” Section 7050.5, California Code of
Regulations (CCR). July 2013.
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
42
CDC 2014 “Farmland Mapping and Monitoring Program,” California Department of
Conservation (CDC), Division of Land Resource Protection. Website
accessed November 28, 2014.
CGS 2014 “Fault Mapping in California”. California Geological Survey (CGS). 2005.
Website accessed November 29, 2014.
CIWMB 2014 “Estimated Waste Generation Rates,” California Integrated Waste
Management Board (CIWMB) website accessed on December 2, 2014.
www.ciwmb.ca.gov/wastechar/wastegenrates/default.htm
CWC 2014 “Sections 10750–10756,” California Water Code (CWC), California
Department of Water Resources website accessed December 2, 2014.
DOF 2014 “E-5 Population and Housing Estimates for Cities, Counties and the State,
2001-2010, with 2000 Benchmark.” State of California, Department of
Finance (DOF), Sacramento, California, November 2014.
DOT 2014 “Code of Federal Regulations, Title 49—Transportation, Pipeline and
Hazardous Materials Safety Administration,” U.S. Department of
Transportation (DOT), website site accessed December 3, 2014.
http://ecfr.gpoaccess.gov/cgi/t/text/text-
idx?sid=585c275ee19254ba07625d8c92fe925f&c=ecfr&tpl=/ecfrbrowse/
Title49/49cfrv2_02.tpl
DTSC 2014 “Hazardous Waste and Substance Site (Cortese) List,” California
Department of Toxic Substance Control (DTSC), website accessed
December 3, 2014. http://www.envirostor.dtsc.ca.gov/public
FEMA 2014 “Flood Limit Data and Mapping,” U.S. Federal Emergency Management
Agency (FEMA), Flood Insurance Rate Map Program, website accessed
December 1, 2014.
Geotracker 2014 “Geotracker” database of hazardous material sites maintained by the
Regional Water Quality Control Board, website accessed December 5,
2014.
HII 2010 “City of Arcadia Zoning Map.” Hogle-Ireland Inc. 2010.
LSA 2014 “Train Noise Impact Analysis.” LSA Associates, Inc. December 2014.
NRCS 2014 “Soil Data Mart,” Natural Resources Conservation Service, United States
Department of Agriculture, website accessed December 2, 2014.
http://soildatamart.nrcs.usda.gov/Report.aspx?Survey=CA675&UseState
=CA and as documented in the “Soil Survey of Los Angeles County,
California” issued by the U.S. Department of Agriculture, Soil
Conservation Service, original research dated 1971.
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
43
PDA 2012 “Initial Study and Mitigated Negative Declaration, For Two Medical
Office Buildings, A General Office Building, and a Four-Level Parking
Structure at 161 Colorado Place and 125 W, Huntington Drive.” Pacific
Design Group. December 2012.
SCAG 2008 “Final 2008 Regional Comprehensive Plan,” Southern California
Association of Governments (SCAG), adopted October 2, 2008.
SCAG 2012a “2012-2035 Regional Transportation Plan/Sustainable Communities
Strategy,” Southern California Association of Governments (SCAG),
adopted April 2012.
SCAG 2012b “Growth Forecast Appendix of the Regional Transportation
Plan/Sustainable Communities Strategy” Southern California Association
of Governments, adopted April 2012.
http://rtpscs.scag.ca.gov/Documents/2012/pfinal/SR/2012pfRTP_Growth
Forecast.pdf
SCAQMD 2013 “Air Quality Management Plan,” South Coast Air Quality Management
District (SCAQMD), 2013.
SCAQMD 2014 SCAQMD website accessed December 2, 2014.
www.aqmd.gov/ceqa/handbook/LST
USEPA 1998 “AP-42 Emission Factors, Natural Gas Combustion,” U.S. Environmental
Protection Agency (USEPA), July 1998.
www.epa.gov/ttn/chief/ap42/ch01/final
USEPA 2004a “EPA420-P-04-016: Update of Methane and Nitrous Oxide Emission
Factors for On-Highway Vehicles,” U.S. Environmental Protection Agency
(USEPA), prepared by ICF Consulting. November 2004.
http://www.epa.gov/otaq/models/ngm
USFWS 2011 “HCP/NCCP Planning Areas, Southern California,” U.S. Fish and Wildlife
Service (USFWS), October 2011.
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
Appendix A:
Air Quality/Greenhouse Gas Information
Project Characteristics -
Land Use - Lot acreage, square feet: from project description
Grading - Total acres: project description
Demolition -
Land Use Change -
South Coast Air Basin, Summer
Arcadia Multi-Family
1.1 Land Usage
Land UsesSizeMetricLot AcreageFloor Surface AreaPopulation
Apartments Low Rise20.00Dwelling Unit1.0540,438.0057
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9
Wind Speed (m/s)Precipitation Freq (Days)2.231
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility CompanyStatewide Average
2014Operational Year
CO2 Intensity
(lb/MWhr)
1001.570.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
Table NameColumn NameDefault ValueNew Value
tblGradingAcresOfGrading1.501.05
tblGradingAcresOfGrading1.001.05
tblLandUseLandUseSquareFeet20,000.0040,438.00
tblLandUseLotAcreage1.251.05
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 1 of 23
2.0 Emissions Summary
2.1 Overall Construction (Maximum Daily Emission)
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Yearlb/daylb/day
201532.049430.615323.56640.02845.91551.88117.38332.98031.76174.33070.00002,876.143
4
2,876.143
4
0.64600.00002,889.709
2
Total32.049430.615323.56640.02845.91551.88117.38332.98031.76174.33070.00002,876.143
4
2,876.143
4
0.64600.00002,889.709
2
Unmitigated Construction
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Yearlb/daylb/day
201532.049430.615323.56640.02845.91551.88117.38332.98031.76174.33070.00002,876.143
4
2,876.143
4
0.64600.00002,889.709
2
Total32.049430.615323.56640.02845.91551.88117.38332.98031.76174.33070.00002,876.143
4
2,876.143
4
0.64600.00002,889.709
2
Mitigated Construction
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 2 of 23
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio-CO2Total CO2CH4N20CO2e
Percent
Reduction
0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 3 of 23
2.2 Overall Operational
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Area6.18320.153011.74320.01611.53671.53671.53651.5365187.3384362.9711550.30940.56190.0127566.0499
Energy8.4100e-
003
0.07190.03064.6000e-
004
5.8100e-
003
5.8100e-
003
5.8100e-
003
5.8100e-
003
91.741391.74131.7600e-
003
1.6800e-
003
92.2996
Mobile0.64871.88087.75840.01541.03690.03001.06690.27700.02750.30451,422.995
9
1,422.995
9
0.06321,424.322
1
Total6.84032.105619.53220.03191.03691.57252.60950.27701.56981.8468187.33841,877.708
3
2,065.046
7
0.62680.01442,082.671
6
Unmitigated Operational
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Area6.18320.153011.74320.01611.53671.53671.53651.5365187.3384362.9711550.30940.56190.0127566.0499
Energy8.4100e-
003
0.07190.03064.6000e-
004
5.8100e-
003
5.8100e-
003
5.8100e-
003
5.8100e-
003
91.741391.74131.7600e-
003
1.6800e-
003
92.2996
Mobile0.64871.88087.75840.01541.03690.03001.06690.27700.02750.30451,422.995
9
1,422.995
9
0.06321,424.322
1
Total6.84032.105619.53220.03191.03691.57252.60950.27701.56981.8468187.33841,877.708
3
2,065.046
7
0.62680.01442,082.671
6
Mitigated Operational
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 4 of 23
3.0 Construction Detail
Construction Phase
Phase
Number
Phase NamePhase TypeStart DateEnd DateNum Days
Week
Num DaysPhase Description
1DemolitionDemolition1/1/20151/28/2015520
2Site PreparationSite Preparation1/29/20151/30/201552
3GradingGrading1/31/20152/5/201554
4Building ConstructionBuilding Construction2/6/201511/12/20155200
5PavingPaving11/13/201511/26/2015510
6Architectural CoatingArchitectural Coating11/27/201512/10/2015510
OffRoad Equipment
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio-CO2Total CO2CH4N20CO2e
Percent
Reduction
0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00
Residential Indoor: 81,887; Residential Outdoor: 27,296; Non-Residential Indoor: 0; Non-Residential Outdoor: 0 (Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 1.05
Acres of Grading (Grading Phase): 1.05
Acres of Paving: 0
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 5 of 23
Phase NameOffroad Equipment TypeAmountUsage HoursHorse PowerLoad Factor
Architectural CoatingAir Compressors16.00780.48
PavingCement and Mortar Mixers16.0090.56
DemolitionConcrete/Industrial Saws18.00810.73
Building ConstructionGenerator Sets18.00840.74
Building ConstructionCranes16.002260.29
Building ConstructionForklifts16.00890.20
Site PreparationGraders18.001740.41
PavingPavers16.001250.42
PavingRollers17.00800.38
DemolitionRubber Tired Dozers18.002550.40
GradingRubber Tired Dozers16.002550.40
Building ConstructionTractors/Loaders/Backhoes16.00970.37
DemolitionTractors/Loaders/Backhoes38.00970.37
GradingTractors/Loaders/Backhoes17.00970.37
PavingTractors/Loaders/Backhoes18.00970.37
Site PreparationTractors/Loaders/Backhoes18.00970.37
GradingGraders16.001740.41
PavingPaving Equipment18.001300.36
Site PreparationRubber Tired Dozers17.002550.40
Building ConstructionWelders38.00460.45
Trips and VMT
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 6 of 23
3.2 Demolition - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Fugitive Dust0.59290.00000.59290.08980.00000.08980.00000.0000
Off-Road3.066629.677822.05660.02451.86511.86511.74691.74692,509.059
9
2,509.059
9
0.63572,522.410
4
Total3.066629.677822.05660.02450.59291.86512.45800.08981.74691.83672,509.059
9
2,509.059
9
0.63572,522.410
4
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Phase NameOffroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition513.000.0055.0014.706.9020.00LD_MixHDT_MixHHDT
Site Preparation38.000.000.0014.706.9020.00LD_MixHDT_MixHHDT
Grading38.000.000.0014.706.9020.00LD_MixHDT_MixHHDT
Building Construction714.002.000.0014.706.9020.00LD_MixHDT_MixHHDT
Paving513.000.000.0014.706.9020.00LD_MixHDT_MixHHDT
Architectural Coating13.000.000.0014.706.9020.00LD_MixHDT_MixHHDT
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 7 of 23
3.2 Demolition - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.05370.86250.57862.0300e-
003
0.04790.01470.06260.01310.01360.0267206.9194206.91941.6300e-
003
206.9538
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.06000.07500.93121.8400e-
003
0.14531.2800e-
003
0.14660.03851.1700e-
003
0.0397160.1641160.16418.6200e-
003
160.3451
Total0.11370.93751.50983.8700e-
003
0.19320.01600.20920.05170.01470.0664367.0836367.08360.0103367.2988
Unmitigated Construction Off-Site
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Fugitive Dust0.59290.00000.59290.08980.00000.08980.00000.0000
Off-Road3.066629.677822.05660.02451.86511.86511.74691.74690.00002,509.059
9
2,509.059
9
0.63572,522.410
4
Total3.066629.677822.05660.02450.59291.86512.45800.08981.74691.83670.00002,509.059
9
2,509.059
9
0.63572,522.410
4
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 8 of 23
3.2 Demolition - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.05370.86250.57862.0300e-
003
0.04790.01470.06260.01310.01360.0267206.9194206.91941.6300e-
003
206.9538
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.06000.07500.93121.8400e-
003
0.14531.2800e-
003
0.14660.03851.1700e-
003
0.0397160.1641160.16418.6200e-
003
160.3451
Total0.11370.93751.50983.8700e-
003
0.19320.01600.20920.05170.01470.0664367.0836367.08360.0103367.2988
Mitigated Construction Off-Site
3.3 Site Preparation - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Fugitive Dust5.82610.00005.82612.95660.00002.95660.00000.0000
Off-Road2.536226.888617.01070.01711.46711.46711.34971.34971,801.744
0
1,801.744
0
0.53791,813.039
8
Total2.536226.888617.01070.01715.82611.46717.29312.95661.34974.30631,801.744
0
1,801.744
0
0.53791,813.039
8
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 9 of 23
3.3 Site Preparation - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.03690.04620.57311.1300e-
003
0.08947.9000e-
004
0.09020.02377.2000e-
004
0.024498.562598.56255.3000e-
003
98.6739
Total0.03690.04620.57311.1300e-
003
0.08947.9000e-
004
0.09020.02377.2000e-
004
0.024498.562598.56255.3000e-
003
98.6739
Unmitigated Construction Off-Site
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Fugitive Dust5.82610.00005.82612.95660.00002.95660.00000.0000
Off-Road2.536226.888617.01070.01711.46711.46711.34971.34970.00001,801.744
0
1,801.744
0
0.53791,813.039
8
Total2.536226.888617.01070.01715.82611.46717.29312.95661.34974.30630.00001,801.744
0
1,801.744
0
0.53791,813.039
8
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 10 of 23
3.3 Site Preparation - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.03690.04620.57311.1300e-
003
0.08947.9000e-
004
0.09020.02377.2000e-
004
0.024498.562598.56255.3000e-
003
98.6739
Total0.03690.04620.57311.1300e-
003
0.08947.9000e-
004
0.09020.02377.2000e-
004
0.024498.562598.56255.3000e-
003
98.6739
Mitigated Construction Off-Site
3.4 Grading - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Fugitive Dust4.79500.00004.79502.51270.00002.51270.00000.0000
Off-Road2.066621.944314.09020.01411.19681.19681.10111.10111,479.800
0
1,479.800
0
0.44181,489.077
4
Total2.066621.944314.09020.01414.79501.19685.99172.51271.10113.61381,479.800
0
1,479.800
0
0.44181,489.077
4
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 11 of 23
3.4 Grading - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.03690.04620.57311.1300e-
003
0.08947.9000e-
004
0.09020.02377.2000e-
004
0.024498.562598.56255.3000e-
003
98.6739
Total0.03690.04620.57311.1300e-
003
0.08947.9000e-
004
0.09020.02377.2000e-
004
0.024498.562598.56255.3000e-
003
98.6739
Unmitigated Construction Off-Site
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Fugitive Dust4.79500.00004.79502.51270.00002.51270.00000.0000
Off-Road2.066621.944314.09020.01411.19681.19681.10111.10110.00001,479.800
0
1,479.800
0
0.44181,489.077
4
Total2.066621.944314.09020.01414.79501.19685.99172.51271.10113.61380.00001,479.800
0
1,479.800
0
0.44181,489.077
4
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 12 of 23
3.4 Grading - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.03690.04620.57311.1300e-
003
0.08947.9000e-
004
0.09020.02377.2000e-
004
0.024498.562598.56255.3000e-
003
98.6739
Total0.03690.04620.57311.1300e-
003
0.08947.9000e-
004
0.09020.02377.2000e-
004
0.024498.562598.56255.3000e-
003
98.6739
Mitigated Construction Off-Site
3.5 Building Construction - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Off-Road3.600021.564215.00410.02201.48511.48511.43441.43442,055.624
7
2,055.624
7
0.47412,065.581
2
Total3.600021.564215.00410.02201.48511.48511.43441.43442,055.624
7
2,055.624
7
0.47412,065.581
2
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 13 of 23
3.5 Building Construction - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.01890.19650.21684.4000e-
004
0.01253.4000e-
003
0.01593.5600e-
003
3.1200e-
003
6.6800e-
003
44.124544.12453.5000e-
004
44.1318
Worker0.06460.08081.00281.9800e-
003
0.15651.3800e-
003
0.15790.04151.2600e-
003
0.0428172.4844172.48449.2800e-
003
172.6793
Total0.08350.27731.21972.4200e-
003
0.16904.7800e-
003
0.17380.04514.3800e-
003
0.0494216.6090216.60909.6300e-
003
216.8111
Unmitigated Construction Off-Site
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Off-Road3.600021.564215.00410.02201.48511.48511.43441.43440.00002,055.624
7
2,055.624
7
0.47412,065.581
2
Total3.600021.564215.00410.02201.48511.48511.43441.43440.00002,055.624
7
2,055.624
7
0.47412,065.581
2
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 14 of 23
3.5 Building Construction - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.01890.19650.21684.4000e-
004
0.01253.4000e-
003
0.01593.5600e-
003
3.1200e-
003
6.6800e-
003
44.124544.12453.5000e-
004
44.1318
Worker0.06460.08081.00281.9800e-
003
0.15651.3800e-
003
0.15790.04151.2600e-
003
0.0428172.4844172.48449.2800e-
003
172.6793
Total0.08350.27731.21972.4200e-
003
0.16904.7800e-
003
0.17380.04514.3800e-
003
0.0494216.6090216.60909.6300e-
003
216.8111
Mitigated Construction Off-Site
3.6 Paving - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Off-Road1.404114.59599.16950.01330.89190.89190.82150.82151,382.470
3
1,382.470
3
0.40541,390.982
6
Paving0.00000.00000.00000.00000.00000.00000.0000
Total1.404114.59599.16950.01330.89190.89190.82150.82151,382.470
3
1,382.470
3
0.40541,390.982
6
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 15 of 23
3.6 Paving - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.06000.07500.93121.8400e-
003
0.14531.2800e-
003
0.14660.03851.1700e-
003
0.0397160.1641160.16418.6200e-
003
160.3451
Total0.06000.07500.93121.8400e-
003
0.14531.2800e-
003
0.14660.03851.1700e-
003
0.0397160.1641160.16418.6200e-
003
160.3451
Unmitigated Construction Off-Site
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Off-Road1.404114.59599.16950.01330.89190.89190.82150.82150.00001,382.470
3
1,382.470
3
0.40541,390.982
6
Paving0.00000.00000.00000.00000.00000.00000.0000
Total1.404114.59599.16950.01330.89190.89190.82150.82150.00001,382.470
3
1,382.470
3
0.40541,390.982
6
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 16 of 23
3.6 Paving - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.06000.07500.93121.8400e-
003
0.14531.2800e-
003
0.14660.03851.1700e-
003
0.0397160.1641160.16418.6200e-
003
160.3451
Total0.06000.07500.93121.8400e-
003
0.14531.2800e-
003
0.14660.03851.1700e-
003
0.0397160.1641160.16418.6200e-
003
160.3451
Mitigated Construction Off-Site
3.7 Architectural Coating - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Archit. Coating31.62900.00000.00000.00000.00000.00000.0000
Off-Road0.40662.57031.90182.9700e-
003
0.22090.22090.22090.2209281.4481281.44810.0367282.2177
Total32.03562.57031.90182.9700e-
003
0.22090.22090.22090.2209281.4481281.44810.0367282.2177
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 17 of 23
3.7 Architectural Coating - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.01380.01730.21494.3000e-
004
0.03353.0000e-
004
0.03388.8900e-
003
2.7000e-
004
9.1600e-
003
36.961036.96101.9900e-
003
37.0027
Total0.01380.01730.21494.3000e-
004
0.03353.0000e-
004
0.03388.8900e-
003
2.7000e-
004
9.1600e-
003
36.961036.96101.9900e-
003
37.0027
Unmitigated Construction Off-Site
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Archit. Coating31.62900.00000.00000.00000.00000.00000.0000
Off-Road0.40662.57031.90182.9700e-
003
0.22090.22090.22090.22090.0000281.4481281.44810.0367282.2177
Total32.03562.57031.90182.9700e-
003
0.22090.22090.22090.22090.0000281.4481281.44810.0367282.2177
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 18 of 23
4.0 Operational Detail - Mobile
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Mitigated0.64871.88087.75840.01541.03690.03001.06690.27700.02750.30451,422.995
9
1,422.995
9
0.06321,424.322
1
Unmitigated0.64871.88087.75840.01541.03690.03001.06690.27700.02750.30451,422.995
9
1,422.995
9
0.06321,424.322
1
4.1 Mitigation Measures Mobile
3.7 Architectural Coating - 2015
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Hauling0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Vendor0.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000
Worker0.01380.01730.21494.3000e-
004
0.03353.0000e-
004
0.03388.8900e-
003
2.7000e-
004
9.1600e-
003
36.961036.96101.9900e-
003
37.0027
Total0.01380.01730.21494.3000e-
004
0.03353.0000e-
004
0.03388.8900e-
003
2.7000e-
004
9.1600e-
003
36.961036.96101.9900e-
003
37.0027
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 19 of 23
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip RateUnmitigatedMitigated
Land UseWeekdaySaturdaySundayAnnual VMTAnnual VMT
Apartments Low Rise131.80143.20121.40450,869450,869
Total131.80143.20121.40450,869450,869
MilesTrip %Trip Purpose %
Land UseH-W or C-WH-S or C-CH-O or C-NWH-W or C-WH-S or C-CH-O or C-NWPrimaryDivertedPass-by
Apartments Low Rise14.705.908.7040.2019.2040.6086113
5.0 Energy Detail
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
NaturalGas
Mitigated
8.4100e-
003
0.07190.03064.6000e-
004
5.8100e-
003
5.8100e-
003
5.8100e-
003
5.8100e-
003
91.741391.74131.7600e-
003
1.6800e-
003
92.2996
NaturalGas
Unmitigated
8.4100e-
003
0.07190.03064.6000e-
004
5.8100e-
003
5.8100e-
003
5.8100e-
003
5.8100e-
003
91.741391.74131.7600e-
003
1.6800e-
003
92.2996
5.1 Mitigation Measures Energy
4.4 Fleet Mix
LDALDT1LDT2MDVLHD1LHD2MHDHHDOBUSUBUSMCYSBUSMH
0.5166100.0605170.1799790.1405870.0415660.0066160.0150920.0275870.0019230.0025300.0043140.0006020.002075
Historical Energy Use: N
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 20 of 23
6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Land UsekBTU/yrlb/daylb/day
Apartments Low
Rise
779.8018.4100e-
003
0.07190.03064.6000e-
004
5.8100e-
003
5.8100e-
003
5.8100e-
003
5.8100e-
003
91.741391.74131.7600e-
003
1.6800e-
003
92.2996
Total8.4100e-
003
0.07190.03064.6000e-
004
5.8100e-
003
5.8100e-
003
5.8100e-
003
5.8100e-
003
91.741391.74131.7600e-
003
1.6800e-
003
92.2996
Unmitigated
NaturalGa
s Use
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Land UsekBTU/yrlb/daylb/day
Apartments Low
Rise
0.7798018.4100e-
003
0.07190.03064.6000e-
004
5.8100e-
003
5.8100e-
003
5.8100e-
003
5.8100e-
003
91.741391.74131.7600e-
003
1.6800e-
003
92.2996
Total8.4100e-
003
0.07190.03064.6000e-
004
5.8100e-
003
5.8100e-
003
5.8100e-
003
5.8100e-
003
91.741391.74131.7600e-
003
1.6800e-
003
92.2996
Mitigated
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 21 of 23
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
Categorylb/daylb/day
Mitigated6.18320.153011.74320.01611.53671.53671.53651.5365187.3384362.9711550.30940.56190.0127566.0499
Unmitigated6.18320.153011.74320.01611.53671.53671.53651.5365187.3384362.9711550.30940.56190.0127566.0499
6.2 Area by SubCategory
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
SubCategorylb/daylb/day
Architectural
Coating
0.08670.00000.00000.00000.00000.00000.0000
Consumer
Products
0.80070.00000.00000.00000.00000.00000.0000
Hearth5.24070.133010.05280.01601.52781.52781.52751.5275187.3384360.0000547.33840.55870.0127563.0123
Landscaping0.05510.02001.69039.0000e-
005
8.9800e-
003
8.9800e-
003
8.9800e-
003
8.9800e-
003
2.97112.97113.1700e-
003
3.0376
Total6.18320.153011.74320.01611.53681.53681.53651.5365187.3384362.9711550.30940.56190.0127566.0499
Unmitigated
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 22 of 23
8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
10.0 Vegetation
6.2 Area by SubCategory
ROGNOxCOSO2Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2NBio- CO2Total CO2CH4N2OCO2e
SubCategorylb/daylb/day
Consumer
Products
0.80070.00000.00000.00000.00000.00000.0000
Hearth5.24070.133010.05280.01601.52781.52781.52751.5275187.3384360.0000547.33840.55870.0127563.0123
Landscaping0.05510.02001.69039.0000e-
005
8.9800e-
003
8.9800e-
003
8.9800e-
003
8.9800e-
003
2.97112.97113.1700e-
003
3.0376
Architectural
Coating
0.08670.00000.00000.00000.00000.00000.0000
Total6.18320.153011.74320.01611.53681.53681.53651.5365187.3384362.9711550.30940.56190.0127566.0499
Mitigated
9.0 Operational Offroad
Equipment TypeNumberHours/DayDays/YearHorse PowerLoad FactorFuel Type
CalEEMod Version: CalEEMod.2013.2.2Date: 12/10/2014 10:03 AMPage 23 of 23
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
Appendix B:
Tree Report
1
Jordan Chamberlin
From:Christy Cuba <christy@cycarlberg.com>
Sent:Thursday, August 20, 2015 9:09 AM
To:F8GI Yahoo; Jordan Chamberlin
Subject:RE: Addendum to Arborist Report, latest COA from Engineer/PW
Dear Ms. Chamberlin,
This email is a follow-up to our phone call of this morning. I have reviewed the updated site plans with regard
to the encroachments on two oak trees and one ash tree in the northeast sections of the property at 501 Santa
Anita Avenue. The encroachments do not appear to have changed significantly from the original plans
addressed in our protected tree report of March 19, 2014. In my opinion, no new recommendations are
necessary.
Please feel welcome to contact me with any questions. Thank you.
Christy Cuba
Carlberg Associates
626.428.5072
www.cycarlberg.com
Sent from my Android
----- Forwarded Message -----
From: Jordan Chamberlin <jchamberlin@ci.arcadia.ca.us>
To: 'Scott Yang' <f8giscott@yahoo.com>
Cc: Kenneth Pang <kpang@cda-arc.com>
Sent: Tuesday, August 18, 2015 7:45 AM
Subject: RE: Addendum to Arborist Report, latest COA from Engineer/PW
Scott,
I have the latest from Engineering and I am waiting on PW to finalize theirs. Regarding the letter
from the Arborist, it doesn’t appear that much has changed adjacent to the tree that is to be
encroached upon but it would be helpful if she addressed that as well. It could be as simple as a
line or two on that, that way both the Oak Tree Removal and Oak Tree Encroachment are up to
date. The additional trees she recommends and their location seem good. The landscape
architect can update accordingly. Thanks.
__________________________________
Jordan Chamberlin
Assistant Planner|City of Arcadia
626-821-4334| JChamberlin@ArcadiaCA.gov
From: Scott Yang [mailto:f8giscott@yahoo.com]
Sent: Monday, August 17, 2015 11:29 PM
To: Jordan Chamberlin
Cc: Kenneth Pang
Subject: Fw: Addendum to Arborist Report, latest COA from Engineer/PW
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
Appendix C:
Historical Information
SANTA ANITA RESIDENCE PROJECT
INITIAL STUDY
LSA SAA1401
Appendix D:
Train Noise Assessment
December 2014
TRAIN NOISE IMPACT ANALYSIS
SANTA ANITA RESIDENCES
501 NORTH SANTA ANITA AVENUE
CITY OF ARCADIA, CALIFORNIA
December 2014
TRAIN NOISE IMPACT ANALYSIS
SANTA ANITA RESIDENCES
501 NORTH SANTA ANITA AVENUE
CITY OF ARCADIA, CALIFORNIA
Submitted to:
City of Arcadia
240 West Huntington Drive
Arcadia, California 91006
Prepared by:
LSA Associates, Inc.
20 Executive Park, Suite 200
Irvine, California 92614-4731
(949) 553-0666
Project No. SAA1401
R:\SAA1401_Arcadia CE\Technical Studies\Train Noise Report 12-2014.docx «12/15/14»
1
TABLE OF CONTENTS
INTRODUCTION .................................................................................................................................. 2
PROJECT LOCATION .......................................................................................................................... 2
EXISTING SETTING ............................................................................................................................ 2
PROJECT DESCRIPTION .................................................................................................................... 2
METHODOLOGY ................................................................................................................................. 2
Characteristics of Sound .................................................................................................................. 5
Measurement of Sound .................................................................................................................... 5
Physiological Effects of Noise ......................................................................................................... 6
Thresholds of Significance .............................................................................................................. 9
Overview of the Existing Noise Environment ................................................................................. 9
Sensitive Land Uses in the Project Vicinity................................................................................... 10
IMPACT ASSESSMENT .................................................................................................................... 10
Long-Term Train Noise Impacts ................................................................................................... 10
Project Design Features ................................................................................................................. 10
CONCLUSIONS .................................................................................................................................. 10
REFERENCES ..................................................................................................................................... 11
FIGURES
Figure 1: Project Location Map .............................................................................................................. 3
Figure 2: Site Plan .................................................................................................................................. 4
TABLES
Table A: Definitions of Acoustical Terms ............................................................................................. 7
Table B: Common Sound Levels and Their Noise Sources ................................................................... 8
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INTRODUCTION
This noise impact analysis has been prepared to evaluate the potential train noise impacts and project
design features needed to develop the proposed 20-unit residential complex. This report is intended to
satisfy the City of Arcadia’s (City) requirement for a project-specific noise impact analysis to meet
the requirements of the California Environmental Quality Act (CEQA) that examines the potential
train noise impacts of the proposed uses on the project site.
PROJECT LOCATION
The project site is located at the northwest corner of Santa Anita Avenue and Colorado Boulevard in
the City of Arcadia, as shown on Figure 1.
EXISTING SETTING
The existing uses on the project site include a church. The project site is bounded by existing
residential uses to the north and commercial uses to the east and south.
PROJECT DESCRIPTION
The proposed project includes the demolition of the existing church structures and the construction of
20 dwelling units. Access to the site will be provided via full-access driveways on Cornell Drive to
the west. A site plan of the project is illustrated on Figure 2.
METHODOLOGY
Evaluation of noise impacts associated with the proposed project includes the following:
Determine the long-term noise levels from the proposed Gold Line train noise using noise data
obtained from Gold Line Phase II, Pasadena to Montclair-Foothill Extension Final Environmental
Impact Report (SCH No. 200361157, February 2007), and compare the levels to the City’s
pertinent noise standards.
Determine the appropriate noise abatement measures, if necessary, such as mechanical ventilation
or building facade enhancements, to assure that long-term, on-site train noise impacts from all
sources will be less than significant.
FIGURE 1
Arcadia Multi-Family ResidentialInitial Study
Regional and Project Location
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Regional Location
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SANTA ANITA AVENUE
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FIGURE 2
Arcadia Multi-Family ResidentialInitial Study
Project Site
0100200
Feet
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I:\SAA1401\Reports\IS\fig2_Project.mxd (12/10/2014)
SOURCE: Google Earth, 2014.
Project Boundary
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Characteristics of Sound
Sound is increasing to such disagreeable levels in the environment that it can threaten quality of life.
Noise is usually defined as unwanted sound. Noise consists of any sound that may produce
physiological or psychological damage and/or interfere with communication, work, rest, recreation,
and sleep.
To the human ear, sound has two significant characteristics: pitch and loudness. Pitch is generally an
annoyance, while loudness can affect the ability to hear. Pitch is the number of complete vibrations,
or cycles per second, of a wave resulting in the tone’s range from high to low. Loudness is the
strength of a sound that describes a noisy or quiet environment and is measured by the amplitude of
the sound wave. Loudness is determined by the intensity of the sound waves combined with the
reception characteristics of the human ear. Sound intensity refers to how hard the sound wave strikes
an object, which in turn produces the sound’s effect. This characteristic of sound can be precisely
measured with instruments. The analysis of a project defines the noise environment of the project area
in terms of sound intensity and its effect on adjacent sensitive land uses.
Measurement of Sound
Sound intensity is measured through the A-weighted scale to correct for the relative frequency
response of the human ear. That is, an A-weighted noise level de-emphasizes low and very high
frequencies of sound similar to the human ear’s de-emphasis of these frequencies. Unlike linear units,
such as inches or pounds, decibels are measured on a logarithmic scale representing points on a
sharply rising curve.
For example, 10 decibels (dB) are 10 times more intense than 1 dB, 20 dB are 100 times more
intense, and 30 dB are 1,000 times more intense. Thirty decibels (30 dB) represents 1,000 times as
much acoustic energy as 1 dB. The decibel scale increases as the square of the change, representing
the sound pressure energy. A sound as soft as human breathing is about 10 times greater than 0 dB.
The decibel system of measuring sound gives a rough connection between the physical intensity of
sound and its perceived loudness to the human ear. A 10 dB increase in sound level is perceived by
the human ear as only a doubling of the loudness of the sound. Ambient sounds generally range from
30 dB (very quiet) to 100 dB (very loud).
Sound levels are generated from a source, and their decibel level decreases as the distance from that
source increases. Sound dissipates exponentially with distance from the noise source. For a single-
point source, sound levels decrease approximately 6 dB for each doubling of distance from the
source. This drop-off rate is appropriate for noise generated by stationary equipment. If noise is
produced by a line source, such as highway traffic or railroad operations, the sound decreases 3 dB
for each doubling of distance in a hard site environment. Line source, noise in a relatively flat
environment with absorptive vegetation, decreases 4.5 dB for each doubling of distance.
There are many ways to rate noise for various time periods, but an appropriate rating of ambient noise
affecting humans also accounts for the annoying effects of sound. Equivalent continuous sound level
(Leq) is the total sound energy of time varying noise over a sample period. However, the predominant
rating scales for human communities in the State of California are the Leq and Community Noise
Equivalent Level (CNEL) or the day-night average level (Ldn) based on A-weighted decibels (dBA).
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CNEL is the time varying noise over a 24-hour period, with a 5 dBA weighting factor applied to the
hourly Leq for noises occurring from 7:00 p.m. to 10:00 p.m. (defined as relaxation hours) and
10 dBA weighting factor applied to noise occurring from 10:00 p.m. to 7:00 a.m. (defined as sleeping
hours). Ldn is similar to the CNEL scale but without the adjustment for events occurring during the
evening hours. CNEL and Ldn are within 1 dBA of each other and are normally exchangeable. The
City uses the CNEL noise scale for long-term noise impact assessment.
Other noise rating scales of importance when assessing the annoyance factor include the maximum
noise level (Lmax), which is the highest exponential time averaged sound level that occurs during a
stated time period. The noise environments discussed in this analysis for short-term noise impacts are
specified in terms of maximum levels denoted by Lmax. Lmax reflects peak operating conditions and
addresses the annoying aspects of intermittent noise. It is often used together with another noise scale,
or noise standards in terms of percentile noise levels, in noise ordinances for enforcement purposes.
For example, the L10 noise level represents the noise level exceeded 10 percent of the time during a
stated period. The L50 noise level represents the median noise level. Half the time the noise level
exceeds this level, and half the time it is less than this level. The L90 noise level represents the noise
level exceeded 90 percent of the time and is considered the background noise level during a
monitoring period. For a relatively constant noise source, the Leq and L50 are approximately the same.
Noise impacts can be described in three categories. The first is audible impacts that refer to increases
in noise levels noticeable to humans. Audible increases in noise levels generally refer to a change of
3.0 dB or greater because this level has been found to be barely perceptible in exterior environments.
The second category, potentially audible, refers to a change in the noise level between 1.0 dB and
3.0 dB. This range of noise levels has been found to be noticeable only in laboratory environments.
The last category is changes in noise levels of less than 1.0 dB, which are inaudible to the human ear.
Only audible changes in existing ambient or background noise levels are considered potentially
significant.
Physiological Effects of Noise
Physical damage to human hearing begins at prolonged exposure to noise levels higher than 85 dBA.
Exposure to high noise levels affects the entire system, with prolonged noise exposure in excess of
75 dBA increasing body tensions, thereby affecting blood pressure and functions of the heart and the
nervous system. In comparison, extended periods of noise exposure above 90 dBA would result in
permanent cell damage. When the noise level reaches 120 dBA, a tickling sensation occurs in the
human ear even with short-term exposure. This level of noise is called the threshold of feeling. As the
sound reaches 140 dBA, the tickling sensation is replaced by the feeling of pain in the ear. This is
called the threshold of pain. A sound level of 160–165 dBA will result in dizziness or loss of
equilibrium. The ambient or background noise problem is widespread and generally more
concentrated in urban areas than in outlying less developed areas.
Table A lists definitions of acoustical terms, and Table B shows common sound levels and their
sources.
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Table A: Definitions of Acoustical Terms
Term Definitions
Decibel, dB A unit of level that denotes the ratio between two quantities that are proportional to power; the
number of decibels is 10 times the logarithm (to the base 10) of this ratio.
Frequency, Hz Of a function periodic in time, the number of times that the quantity repeats itself in one second (i.e.,
number of cycles per second).
A-Weighted Sound
Level, dBA
The sound level obtained by use of A-weighting. The A-weighting filter deemphasizes the very low
and very high frequency components of the sound in a manner similar to the frequency response of
the human ear and correlates well with subjective reactions to noise. [All sound levels in this report
are A-weighted, unless reported otherwise.]
L01, L10, L50, L90 The fast A-weighted noise levels that are equaled or exceeded by a fluctuating sound level 1 percent,
10 percent, 50 percent, and 90 percent of a stated time period.
Equivalent
Continuous Noise
Level, Leq
The level of a steady sound that, in a stated time period and at a stated location, has the same A-
weighted sound energy as the time varying sound.
Community Noise
Equivalent Level,
CNEL
The 24-hour A-weighted average sound level from midnight to midnight, obtained after the addition
of 5 dBA to sound levels occurring in the evening from 7:00 p.m. to 10:00 p.m. and after the
addition of 10 dBA to sound levels occurring in the night between 10:00 p.m. and 7:00 a.m.
Day/Night Noise
Level, Ldn
The 24-hour A-weighted average sound level from midnight to midnight, obtained after the addition
of 10 dBA to sound levels occurring in the night between 10:00 p.m. and 7:00 a.m.
Lmax, Lmin The maximum and minimum A-weighted sound levels measured on a sound level meter, during a
designated time interval, using fast time averaging.
Ambient Noise
Level
The all-encompassing noise associated with a given environment at a specified time, usually a
composite of sound from many sources at many directions, near and far; no particular sound is
dominant.
Intrusive The noise that intrudes over and above the existing ambient noise at a given location. The relative
intrusiveness of a sound depends upon its amplitude, duration, frequency, and time of occurrence
and tonal or informational content, as well as the prevailing ambient noise level.
Source: Handbook of Acoustical Measurements and Noise Control (1991).
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Table B: Common Sound Levels and Their Noise Sources
Noise Source
A-Weighted Sound Level in
Decibels
Noise
Environments
Subjective
Evaluations
Near Jet Engine 140 Deafening 128 times as loud
Civil Defense Siren 130 Threshold of Pain 64 times as loud
Hard Rock Band 120 Threshold of
Feeling
32 times as loud
Accelerating Motorcycle at a Few Feet
Away
110 Very Loud 16 times as loud
Pile Driver; Noisy Urban Street/Heavy
City Traffic
100 Very Loud 8 times as loud
Ambulance Siren; Food Blender 95 Very Loud
Garbage Disposal 90 Very Loud 4 times as loud
Freight Cars; Living Room Music 85 Loud
Pneumatic Drill; Vacuum Cleaner 80 Loud 2 times as loud
Busy Restaurant 75 Moderately Loud
Near Freeway Auto Traffic 70 Moderately Loud
Average Office 60 Quiet One-half as loud
Suburban Street 55 Quiet
Light Traffic; Soft Radio Music in
Apartment
50 Quiet One-quarter as loud
Large Transformer 45 Quiet
Average Residence without Stereo
Playing
40 Faint One-eighth as loud
Soft Whisper 30 Faint
Rustling Leaves 20 Very Faint
Human Breathing 10 Very Faint Threshold of
Hearing
0 Very Faint
Source: Compiled by LSA Associates, Inc. (1998).
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Thresholds of Significance
Based on Guidelines for the Implementation of the California Environmental Quality Act (CEQA),
Appendix G, Public Resource Code §15000–15387, a project will normally have a significant effect
on the environment related to noise if it will substantially increase the ambient noise levels for
adjoining areas or conflict with adopted environmental plans and the goals of the community in which
it is located. The applicable noise standards governing the project site are the criteria in the City’s
Noise Element of the General Plan and its Noise Ordinance.
City of Arcadia Noise Element of the General Plan. The noise standards specified in Table N-2 of
the City’s General Plan Noise Element are used as a guideline to evaluate the acceptability of the
noise levels generated by the Gold Line trains and vehicular traffic in the project area. These
standards are for assessment of long-term mobile sources noise impacts. The City has exterior noise
criteria for outdoor living areas associated with residential uses. The City requires that interior areas
of new residential homes not exceed 45 dBA CNEL and that exterior active use areas not exceed
65 dBA CNEL. Other short-term noise impacts, such as construction activities or on-site stationary
sources, are regulated by the noise ordinance.
Noise Ordinance. The City’s Noise Ordinance establishes the maximum permissible noise level that
may intrude into a neighbor’s property. The City’s Municipal Code, Chapter 6, Noise Regulations,
establishes noise level limits for various land use categories affected by stationary noise sources.
For Residential Zone, the exterior noise levels shall not exceed 55 dBA for more than 30 minutes in
any hour during daytime hours between 7:00 a.m. and 10:00 p.m. For events occurring within shorter
periods of time, the noise levels are adjusted upward accordingly. For events lasting equal to or less
than 30 minutes but more than 15 minutes, the exterior noise shall not exceed 60 dBA during daytime
hours. For events lasting equal to or less than 15 minutes but more than 5 minutes, the exterior noise
shall not exceed 65 dBA during daytime hours. For events lasting equal to or less than 5 minutes but
more than 1 minute, the exterior noise shall not exceed 70 dBA during daytime hours. At any time
during daytime hours, the exterior noise shall not exceed 75 dBA. During the nighttime hours
between 10:00 p.m. and 7:00 a.m. the following day, the above noise standard levels are reduced by
5 dBA.
At the boundary line between two different zones, the noise level of the quieter zone shall be used.
The City’s Municipal Code noise ordinance has not established any upper limits for construction
noise because it is temporary and will cease to occur after completion of the project construction.
Overview of the Existing Train Noise Environment
Train noise on the railroad tracks to the southwest of the project site, including the Gold Line
commuter trains, contribute to the ambient noise in the project area.
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Sensitive Land Uses in the Project Vicinity
The project site is bounded by existing residential uses to the north and commercial uses to the east
and south.
IMPACT ASSESSMENT
Long-Term Train Noise Impacts
Based on noise data obtained from Gold Line Phase II, Pasadena to Montclair–Foothill Extension
Final Environmental Impact Report (SCH No. 200361157, February 2007), it was shown that existing
measured noise level was 73 dBA Leq. However, the projected noise level from the operation of the
Gold Line trains was projected to be 49 dBA Leq. Therefore, the projected train noise was much lower
than existing ambient noise, including contribution from vehicular traffic, and would not significantly
affect the project site. Even if it is assumed that this projected hourly noise level would last over 24
hours, the 24-hour weighted average noise from train operations would be 55.7 dBA CNEL. Just by
train noise alone, it would not exceed the City’s exterior noise standard of 65 dBA CNEL for
residential uses.
Based on the United States Environmental Protection Agency’s (EPA) Protective Noise Levels
(EPA 550/9-79-100, November 1978), with a combination of exterior walls, doors, and windows,
standard construction for Southern California (warm climate) commercial or residential buildings
would provide more than 24 dBA in exterior to interior noise reduction with windows closed and
12 dBA or more with windows open (national average is 25 dBA with windows closed and
15 dBA with windows open). With windows or doors open, interior noise levels at these buildings
would be below 45 dBA (i.e., 56 dBA - 12 dBA = 44 dBA). With windows closed, interior noise
levels would also be lower than the 45 dBA (56 dBA - 24 dBA = 32 dBA). This range of maximum
train noise exposure levels is below the City’s 45 dBA CNEL interior noise level for the noise-
sensitive residential uses. Therefore, no specific noise design features are required for train noise
alone.
Project Design Features
Train Noise Impacts. No specific project design features are required.
CONCLUSIONS
Train noise impacts on the proposed project will not exceed CEQA significance thresholds and no
specific Project Design Features are required for train noise impacts.
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REFERENCES
City of Arcadia. Noise Element of the General Plan and Municipal Code Noise Ordinances.
Gold Line Phase II, Pasadena to Montclair – Foothill Extension, Final Environmental Impact Report,
SCH No. 200361157, February 2007.
United States Environmental Protection Agency. 1978. Protective Noise Levels, condensed version of
EPA Levels Document, EPA 550/9-79-100. November.
Attachment No. 8
Attachment No. 8
Preliminary Exemption Assessment
Preliminary Exemption Assessment FORM “A”
PRELIMINARY EXEMPTION ASSESSMENT
(Certificate of Determination
When Attached to Notice of Exemption)
1. Name or description of project: Modification Application No. MP 16-04, revisions to the previously
approved Multiple-Family Architectural Design Review No.
MFADR 14-09, and extension requests for the previously
approved Zone Variance No. ZV 15-02, Modification No. MP 14-
17, And Oak Tree Encroachment Permit No. TRE 14-30 for a 20-
unit, two-story, Contemporary-style, townhouse condominium
development project
2. Project Location – Identify street
address and cross streets or attach
a map showing project site
(preferably a USGS 15’ or 7 1/2’
topographical map identified by
quadrangle name):
501 N. Santa Anita Avenue (cross streets: N. Santa Anita Avenue
and Colorado Boulevard)
3. Entity or person undertaking
project:
A. DC Santa Anita Holdings, LLC
B. Other (Private)
(1) Name
(2) Address 1005 E. Las Tunas Drive, #125
San Gabriel, CA 91776
4. Staff Determination:
The Lead Agency’s Staff, having undertaken and completed a preliminary review of this project in
accordance with the Lead Agency's "Local Guidelines for Implementing the California Environmental
Quality Act (CEQA)" has concluded that this project does not require further environmental assessment
because:
a. The proposed action does not constitute a project under CEQA.
b. The project is a Ministerial Project.
c. The project is an Emergency Project.
d. The project constitutes a feasibility or planning study.
e. The project is categorically exempt.
Applicable Exemption Class: Class 32 15332 In-Fill Development
f. The project is statutorily exempt.
Applicable Exemption:
g. The project is otherwise exempt
on the following basis:
h. The project involves another public agency which constitutes the Lead Agency.
Name of Lead Agency:
Date:
March 31, 2016
Staff:
Jordan Chamberlin, Assistant Planner