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HomeMy WebLinkAboutItem No. 2 - Resolution No. 1972 - 621 Fairview Ave.— s.
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7`nety e'
DATE
TO:
FROM:
STAFF REPORT
Development Services Department
September 13, 2016
Honorable Chairman and Planning Commission
Jim Kasama, Community Development Administrator
By: Jordan Chamberlin, Assistant Planner
SUBJECT: RESOLUTION NO. 1972 — APPROVING VESTING TENTATIVE TRACT
MAP NO. TTM 15 -04 (73921) AND MULTIPLE FAMILY
ARCHITECTURAL DESIGN REVIEW NO. MFADR 15 -11 WITH A
CATEGORICAL EXEMPTION UNDER THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) FOR A TWELVE UNIT
RESIDENTIAL CONDOMINIUM DEVELOPMENT AT 621 FAIRVIEW
AVENUE
Recommendation: Adopt Resolution No. 1972
SUMMARY
The applicant, Fairview Holdings LLC., is requesting approval of Vesting Tentative Tract
Map No. TTM 15 -04 (73921) and Multiple Family Architectural Design Review No.
MFADR 15 -11 for a twelve unit, residential condominium development at 621 Fairview
Avenue. The proposed development and subdivision are consistent with the City's
General Plan, Zoning Code, and Subdivision Code. As an infill development project,
the proposed development qualifies for a Categorical Exemption under the California
Environmental Quality Act (CEQA), as discussed later in the staff report. It is
recommended that the Planning Commission approve TTM 15 -04 (73921) and MFADR
15 -11, subject to the conditions listed in this staff report, and adopt Resolution No. 1972
— see Attachment No. 1.
BACKGROUND
The subject property is a 22,495 square foot lot zoned R -3, High Density Multiple Family
Residential. The site is currently developed with three detached, one story, multiple
family residences. The building adjacent to Fairview Avenue was constructed in 1951
and is 1,158 square feet of living space with a detached, two car garage. The two
buildings to the rear of this property are duplexes that were constructed in 1957. Each
unit is approximately 925 square feet and include an attached, one car garage — see
Attachment No. 2 for an Aerial photo with Zoning Information and Photos of the Subject
Property and Surrounding Properties.
The Certificate of Demolition for the subject property was approved on June 29, 2016.
Based on the evaluation by an Architectural Historian, the property does not meet any
Resolution No. 1972 — TTM 15 -04 (73921) & MFADR 15 -11
621 Fairview Avenue
September 13, 2016 — Page 2 of 6
of the minimum requirements for recognition as a historical resource or eligible for listing
on the California Register.
PROPOSAL
The applicant is proposing to demolish the existing structures and construct a twelve
unit residential condominium development with a subterranean parking garage - see
Attachment No. 3 for the Vesting Tentative Parcel Map and Attachment No. 4 for the
Architectural Plans. The proposed development consists of three, two story, Spanish
style, townhome buildings. Each unit can be accessed from a pedestrian walkway along
the westerly property line or from the subterranean garages which provide direct access
to the unit.
Two of the units will consist of two bedrooms, two and a half bathrooms, approximately
1,200 square feet of living area, and a two car garage. Nine of the twelve units will have
three bedrooms, three and a half bathrooms, a three car garage, and range in size from
1,967 square feet to 2,051 square feet. The largest unit proposed has four bedrooms,
three and a half bathrooms, includes a three car garage, and 2,184 square feet of living
space. A total of 34 resident parking spaces will be provided, ten more than what is
required by the Zoning Code. Seven guest parking spaces will also be provided, which
is one more than what is required by the Zoning Code.
The new residences will have an overall building height of 27' -9 ", where a maximum of
30' -0" is allowed. The building will be setback of 30' -0" from the front property line,
which exceeds the required 25' -0" front yard setback for the R -3 zone, and complies
with the 30' -0" special setback for this portion of Fairview Avenue. All other Zoning
Code requirements, including parking and required open space, will be satisfied by the
proposed design.
ANAI YSIS
The R -3 zone has a minimum density of one dwelling unit per 2,200 square feet of lot
area, and a maximum density of one unit per 1,450 square feet of lot area. This
calculates to a minimum of 10 units and a maximum of 15 units for the subject property.
The proposed twelve unit development is in compliance with the density requirements.
Concurrent with the subdivision application, the Planning Commission is to approve,
conditionally approve, or deny the architectural design of the proposed project. The
architectural style of the development is described as Spanish — see Attachment No. 4.
The proposed development is a well thought -out design. The exterior of the buildings
Resolution No. 1972 — TTM 15 -04 (73921) & MFADR 15 -11
621 Fairview Avenue
September 13, 2016 — Page 2 of 6
includes smooth white colored stucco, bronze vinyl framed windows, and red -brown
multi - dimensional s -tile roofing. Thoughtfully placed gabled roof features, brown board
and batten shutters, architectural projections and balconies emphasize the Spanish
style. Pedestrian walkways provide good connectivity among the units and to the street.
The front entrance of each residential unit is oriented towards a pedestrian walkway
which is in keeping with the City's Design Guidelines and the goals and policies of the
Arcadia General Plan. Each unit will have ample private open space in the form of
patios and balconies as well as landscaped common open space areas. Landscaping is
provided along the rear and side property lines to help soften the appearance of the
development from neighboring properties.
The proposal provides 11 more parking spaces than what is required by the Zoning
Code for residents and guests, i.e., 10 additional spaces for the residents and one (1)
additional for guests. The parking is subterranean so that the architecture is the focus of
the development as viewed from Fairview Avenue.
The proposed development will be consistent with the City's General Plan, Multiple -
Family Residential Design Guidelines, Zoning and Subdivision Codes, and the State
Subdivision Map Act. 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 Engineer, Community Development Administrator, Fire Marshal,
and Public Works Services Director, or their respective designees.
FINDINGS
Vestina Tentative Parcel Ma
The proposal for twelve residential condominium units requires that they be subdivided
through the Tentative Tract Map process. The applicant has prepared a Vesting
Tentative Tract Map which grants vested rights to proceed with a project in accordance
with the ordinances, polices and standards in effect at the time the application for
approval of the vesting tentative map is completed. The Vesting Tentative Tract Map is
valid for two years and locks the development into the current Zoning and Subdivision
Resolution No. 1972 — TTM 15 -04 (73921) & MFADR 15 -11
621 Fairview Avenue
September 13, 2016 — Page 2 of 6
regulations at the time the map is approved. Any changes that occur due to the City's
Zoning and Subdivision Code Update would not apply as long as the vesting tentative
tract map remains valid. In addition to the information found on a Tentative Tract Map, a
Vesting Tentative Tract Map also includes detailed grading plans, sewer, water, storm
drain and road details, and architectural plans for all proposed buildings and structures.
The proposed subdivision complies with the subdivision regulations of the Arcadia
Municipal Code and the State Subdivision Map Act, and will not violate any
requirements of a California Regional Water Quality Control Board. The following two
findings are required for approval of a Vesting Tentative Tract Map:
A.1. That the proposed Project together with the provisions for its design and
improvement is consistent with the City's General Plan, the City's Subdivision and
Zoning Regulations, the State Subdivision Map Act, and the City's Multiple Family
Residential Design Guidelines.
Facts to Support the Finding: The proposed project will removed the existing
multiple family residential buildings and replace them with a new, twelve unit,
residential development that is consistent in character with the High Density
Multiple Family Residential designation as described in the City's General Plan.
The proposed Project complies with the State Subdivision Map Act and the City's
Subdivision and Zoning Code and Multiple Family Residential Design Guidelines.
A.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.
Facts to Support the Finding: 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.
The proposed subdivision should not be approved if the Planning Commission finds that
any of the findings for denial listed at the end of this staff report are applicable.
Architectural Desian Review
The massing, scale, quality of the design of the proposed development, quality of
design, and the proposed landscaping is consistent or superior to that of other
developments in the area. The Spanish style will complement the other existing
developments along Fairview Avenue. The proposal is consistent with the City's Multiple
Family Residential Design Guidelines.
All City requirements regarding disabled access and facilities, occupancy limits, building
safety, health code compliance, emergency equipment, environmental regulation
compliance, and parking and site design shall be complied with by the property
owner /applicant to the satisfaction of the Building Official, City Engineer, Community
Development Administrator, Fire Marshal, and Public Works Services Director, or their
respective designees.
Resolution No. 1972 — TTM 15 -04 (73921) & MFADR 15 -11
621 Fairview Avenue
September 13, 2016 — Page 2 of 6
ENVIRONMENTAL ASSESSMENT
If it is determined that no significant physical alterations to the site are necessary, then
this project, as construction of an in -fill development project, 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. Refer to Attachment No. 5
for the Preliminary Exemption Assessment.
PUBLIC NOTICE /COMMENTS
A public hearing notice for this item was published in the local
newspaper and mailed to the property owners and tenants of
those properties that are located within 300 feet of the subject
property on August 29, 2016. As of September 9, 2016, no
comments were received regarding this project.
RECOMMENDATION
It is recommended that the Planning Commission approve Vesting Tentative Tract Map
No. TTM 15 -04 (73921) and Multiple - Family Architectural Design Review No. MFADR
15 -11, subject to the following conditions, and find that the project is Categorically
Exempt from the California Environmental Quality Act (CEQA), and adopt Resolution
No. 1972:
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 15 -04 (73921) and MFADR 15 -11, subject to the approval of the Community
Development Administrator or designee.
2. The applicant /property owner shall install new street(s) located in the parkway
along Fairview Avenue per the City of Arcadia Street Tree Master Plan.
3. The applicant/property owner shall remove and replace the sidewalk along
Fairview Avenue from property line to property line.
4. The applicant/property owner shall construct new driveway approaches per the
City of Arcadia standard.
5. 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.
6. 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.
7. 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.
8. Condominium or townhouse complexes of more than 5 individual units shall be
served by a common domestic water meter and service capable of supplying
Resolution No. 1972 — TTM 15 -04 (73921) & MFADR 15 -11
621 Fairview Avenue
September 13, 2016 — Page 2 of 6
sufficient water to meet all domestic and fire suppression needs of the total number
of units.
9. 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.
10. A separate water service and meter will be required for common area landscape
irrigation.
11. A Water Meter Clearance Application, filed with the Public Works Services
Department, shall be required prior to permit issuance.
12. 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.
13. If any drainage fixture elevation is lower than the elevation of the next upstream
manhole cover (514.92), an approved backwater valve is required.
14. 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.
15. The sprinkler system shall be fully monitored. Audible /visual devices shall be
provided on the basement, first, and second floors.
16. Fire extinguishers of 2A:10BC type shall be provided in the basement and first floor
level prior to the issuance of the Certificate of Occupancy. The maximum travel
distance to an extinguisher shall be 75 feet.
17. A knox box with keys shall be provided for access to restricted areas. Automatic
gates shall be provided with a knox switch.
18. The project shall comply with the current 2013 California Building Code (2016
California Building Code after January 1, 2017), including Chapter 11 -A (residential
accessibility), Shoring Plans, and with the Arcadia Multi - Family Standards.
19. 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.
20. 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,
Resolution No. 1972 — TTM 15 -04 (73921) & MFADR 15 -11
621 Fairview Avenue
September 13, 2016 — Page 2 of 6
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.
21. Approval of TTM 15 -04 (73921) and MFADR 15 -11 shall not take effect unless on
or before 30 calendar days after the Planning Commission adoption of the
Resolution, 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
move to approve Vesting Tentative Tract Map No. TTM 15 -04 (73921) and Multiple -
Family Architectural Design Review No. MFADR 15 -11, state that the proposal satisfies
the requisite findings, and adopt the attached Resolution No. 1972 that incorporates the
requisite environmental, subdivision, and architectural design review findings, and the
conditions of approval as presented in this staff report, or as modified by the
Commission.
Denial
If the Planning Commission is 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 move to deny Vesting Tentative Tract Map No.
TTM 15 -04 (73921) and Multiple - Family Architectural Design Review No. MFADR 15-
11, and direct staff to prepare a resolution for adoption at the next meeting that
incorporates the Commission's decision and specific findings. The Planning
Commission may wish to consider the following findings, which must be expanded upon
with specific reasons for denial:
D.1. That the proposed map is not consistent with the applicable general and specific
plans as specified in Section 66451 of the Subdivision Map Act.
D.2. That the design or improvement of the proposed subdivision is not consistent with
applicable general and specific plans and /or the City's Multiple - Family Residential
Design Guidelines.
D.3. That the site is not physically suitable for the type of development.
DA. That the site is not physically suitable for the density of development.
Resolution No. 1972 — TTM 15 -04 (73921) & MFADR 15 -11
621 Fairview Avenue
September 13, 2016 — Page 2 of 6
D.5. That the design of the subdivision or the proposed improvements is likely to cause
substantial environmental damage or substantially and avoidably injure fish or
wildlife or their habitat.
D.6. That the design of the subdivision or the type of improvements is likely to cause
serious public health problems.
D.7. That the requested subdivision injuriously affects the neighborhood wherein said
lot is located.
D.8. That the design of the subdivision or the type of improvements will conflict with
easements, acquired by the public at large, for access through or use of property
within the proposed subdivision. In this connection, the legislative body may
approve a map if it finds that alternate easements for access or for use, will be
provided and that these will be substantially equivalent to ones previously
acquired by the public. This finding shall apply only to easements of record or to
easements established by judgment of a court of competent jurisdiction and no
authority is hereby granted to a legislative body to determine that the public at
large has acquired easements for access through or use of property within the
proposed subdivision.
D.9. That the proposed waste discharge would result in or add to violation of
requirements of a California Regional Water Quality Control Board.
If any Planning Commissioner, or other interested party has any questions or comments
regarding this matter prior to the September 13, 2016, Planning Commission Meeting,
please contact Assistant Planner, Jordan Chamberlin at (626) 821 -4334, or
JChamberlin @ArcadiaCA.gov.
Approved-
Jim Ins ma Comm ity Development Administrator
Attachment No. 1: Resolution No. 1972
Attachment No. 2: Aerial Photo with Zoning Information and Photos of the Subject
Property and Surrounding Properties
Attachment No. 3: Vesting Tentative Tract Map No. TTM 15 -04 (73921)
Attachment No. 4: Proposed Architectural Plans
Attachment No. 5: Preliminary Exemption Assessment
Attachment No. 1
Resolution No. 1972
Attachment No. 1
RESOLUTION NO. 1972
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
ARCADIA, CALIFORNIA, APPROVING VESTING TENTATIVE TRACT
MAP NO. TTM 15 -04 (73921) AND MULTIPLE FAMILY
ARCHITECTURAL DESIGN REVIEW NO. MFADR 15 -11 WITH A
CATEGORICAL EXEMPTION UNDER THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA) FOR A TWELVE UNIT
RESIDENTIAL CONDOMINIUM DEVELOPMENT AT 621 FAIRVIEW
AVENUE
WHEREAS, on May 14, 2015, an application was filed by Fairview Holdings,
LLC., for the design review of a twelve unit residential condominium development at 621
Fairview Avenue, Development Services Department Case No. MFADR 15 -11, and
WHEREAS, on October 28, 2015, an application was filed by Fairview Holdings,
LLC., for the subdivision of a twelve unit residential condominium development at 621
Fairview Avenue, Development Services Department Case No. TTM 15 -04 (73921) (the
design review application and the subdivision application are hereafter individually and
collectively referred to as the "Project "), and
WHEREAS, on August 14, 2016, Planning Services completed an environmental
assessment for the Project in accordance with the California Environmental Quality Act
(CEQA), and recommended that the Planning Commission determine the Project is
exempt under CEQA per Section 15061(b)(3) of the CEQA Guidelines (Review for
Exemption) because the Project has no potential to cause a significant effect on the
environment, and because the Project is an in -fill development project per CEQA
Guidelines Section 15332, Class 32, and
WHEREAS, on September 13, 2016, a duly noticed public hearing was held
before the Planning Commission on said Project, at which time all interested persons
were given full opportunity to be heard and to present evidence.
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 September 13, 2016 are true and correct.
SECTION 2. This Commission finds, based upon the entire record:
1. That the proposed Project together with the provisions for its design and
improvement is consistent with the City's General Plan, the City's Subdivision and
Zoning Regulations, the State Subdivision Map Act, and the City's Multiple Family
Residential Design Guidelines.
FACT. The proposed Project will remove the existing multiple family residential
buildings and replace them with a new, twelve unit, residential development that is
consistent in character with the High Density Multiple Family Residential designation as
described in the City's General Plan. The proposed Project complies with the State
Subdivision Map Act and the City's Subdivision and Zoning Code and Multiple Family
Residential Design Guidelines.
2. That the discharge of waste from the Proposed project into the community
sewer system will not violate existing requirements prescribed by a California Regional
Water Quality Control Board.
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.
2
3. That this Project is categorically exempt from the California Environmental
Quality Act (CEQA) per Section 15303 of the CEQA Guidelines,
4. 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 Vesting Tentative Tract Map No. TTM 15 -04 (73921) and Multiple Family
Architectural Design Review No. MFADR 15 -11, for a twelve unit residential
condominium development at 621 Fairview 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 13'h day of September, 2016.
ATTEST;
Secretary
APPROVED AS TO FORM:
P 66L.4
Stephen P. Deitsch
City Attorney
3
Chairman, Planning Commission
RESOLUTION NO. 1972
Conditions of Approval
1, 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 15 -94 (73921) and MFADR 15 -11, subject to the approval of the Community
Development Administrator or designee.
2. Prior to approval of the Vesting 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(s) located in the parkway along
Fairview Avenue per the City of Arcadia Street Tree Master Plan.
b. The applicant /property owner shall remove and replace the sidewalk along Fairview
Avenue from property line to property line.
c. The applicant/property owner shall construct new driveway approaches per the City
of Arcadia standard.
3. 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.
4. 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.
5. 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.
4
6. 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.
7. 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.
8. A separate water service and meter will be required for common area landscape
irrigation.
9. A Water Meter Clearance Application, filed with the Public Works Services
Department, shall be required prior to permit issuance.
10. 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.
11. If any drainage fixture elevation is lower than the elevation of the next upstream
manhole cover (514.92), an approved backwater valve is required.
12. 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.
13. The sprinkler system shall be fully monitored. Audible /visual devices shall be
provided on the basement, first, and second floors.
14. Fire extinguishers of 2A:10BC type shall be provided in the basement and first floor
level prior to the issuance of the Certificate of Occupancy. The maximum travel
distance to an extinguisher shall be 75 feet.
5
15. A knox box with keys shall be provided for access to restricted areas. Automatic
gates shall be provided with a knox switch.
16. The project shall comply with the current 2013 California Building Code (2016
California Building Code after January 1, 2017), including Chapter 11 -A (residential
accessibility), Shoring Plans, and with the Arcadia Multi - Family Standards.
17. 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.
18. 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.
19. Approval of TTM 15 -04 (73921) and MFADR 15 -11 shall not take effect unless on or
before 30 calendar days after the Planning Commission adoption of the Resolution,
N
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.
7
Attachment No. 2
Aerial Photo with Zoning Information and
Photos of the Subject Property and Vicinity
Attachment No. 2
,
Site Address: 621 FAIRVIEW AVE
Property Owner(s): FAIRVIEW HOLDINGS LLC
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Property Characteristics
Zoning:
R -3
General Plan:
HDR
Lot Area (sq ft):
22,495
Main Structure / Unit (sq. ft.):
1,850
Year Built:
1957
Number of Units:
5
Overlays
Parking Overlay: n/a
Downtown Overlay: n/a
Special Height Overlay: n/a
Architectural Design Overlay: n/a
IL
Selected parcel highlighted
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Parcel location within City of Arcadia co
This map is a user generated static output from an Internet mapping site and is for Report generated 09- Sep -2016
reference only. Data layers that appear on this map may or may not be accurate, current, Page 1 of 1
or otherwise reliable.
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Photo of the subject property, 621 Fairview Avenue
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Photo of the property to the east, 609 Fairview Avenue
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Attachment No. 3
Historical Report
Attachment No. 3
I::,�, CERTIFICATE OF DEMOLITION
e
PLEASE COMPLETE THE FOLLOWING INFORMATION:
PROJECT ADDRESS 621 Fairview Avenue
DATE STRUCTURE BUILT 1957 ZONE CLASSIFICATION R -3
APPLICANT Fairview Holdings, LLC
ADDRESS
135 North San Gabriel Boulevard
CITY San Gabriel
TELEPHONE NO.
STATE California
#
ZIP 91775
(626) 292 -2559 E -MAIL ADDRESS 9999jl @gmail.com
PROPERTY OWNER'S NAME Fairview Holdings, LLC (Managing Partner, James Li)
PROPERTY OWNER'S MAILING ADDRESS 135 North San Gabriel Boulevard
CITY San Gabriel
STATE
California ZIP 91775
TELEPHONE NO. (626) 292 -2559 E -MAIL ADDRESS 9999jl @gmail.com
The applicant and property owner hereby declare under penalty of perjury that all the information submitted for
this a lication is true and correct.
6rL�
Applicant's Signature Date
C7 6 r LI I 2,-11�
Property Owner's Signature Date
For Office Use Only
ACTION: t1 Conditionally Approved
1. The subject structure(s) shall not be demolished until the City's Building Services
}Division has issued a building permit for a new �l� _q � g eoAn�the property..
V%1. 1h 1 1 � L� /o 1� it o l !'.Ann • NA , ,—A, —fin }r.. CN,, 't�.M .�- \. ��i'1.'P1 �9' 4, i"1V Mz �.i \i �: \►i 'L
❑ Denied
By Date:_4 ``r��!, Expiration Date: )RI D
There is a five (5) working day appeal period for this application. Appeals must be submitted in writing to the
Community Development Division with a $540.00 appeal fee by `, p.m. on
Date Filed( l ,' / Receipt No. f c76;?Zt Amount _K/ .._).7 Received By
-1-
111215
State of California Primary #
DEPARTMENT OF PARKS AND RECREATION
HRI #
PRIMARY RECORD Trinomial
Other Listings.,
Review Code: 6Z Reviewer: Jeanette A. McKenna Date: 6 -17 -16
Page 1 of 31 *Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, CA 91007
P1. Other Identifier: Multi - Family Residential Property
*P2. Location Not for Publication X Unrestricted
*132a. County: Los Angeles
P2b. USES 7.5' Quad: Mt. Wilson Date: 1996 T IN; R 11W; NW X of SE % of Sec. S. B. B. M.
32;
P2c. Address: 261 Fairview Avenue City: Arcadia Zip: 91007
P2d. UTMs: NAD 83 Zone: 11 402963 mE 3776997 mN
Pte. Other Locational Data: (e.g.: parcel #, directions to resource, elevation, etc., as appropriate) North side of
Fairview Avenue, east of Baldwin Avenue and west of La Cadena Avenue; cross - referenced as APN
5778 -002 -011; NAD 27 UTMs = 403044 Easting/3776801 Northing.
*P3a. Description: (Describe resource and its major elements. Include design, materials, condition, alterations, size,
setting, and boundaries.) See Continuation Sheet
P3b. Resource Attributes: (List attributes and codes.) HP -3 (Multi - Family Residential Property)
*P4. Resources Present: X Buildings ❑ Structure ❑ Object ❑ Site
❑ District ❑ Element of District ❑ Others (Isolate, etc.)
P5b: Description of Photo: 6 -16 -16
(Northwest)
*P6. Date of Construction /Age
X Historic ❑ Prehistoric ❑ Both
*P7. Owner and Address:
Jaynes Li and Tom Cao
c/o Tyler Gonzalez Architects
139 S. Hudson Avenue #300
Pasadena, California 91101
*P8. Recorded by: McKenna et al.
Jeanette A. McKenna
6008 Friends Avenue
Whittier, California 90601 -3724
*P9. Date Recorded: June 17, 2106
*P10. Survey Type: Archit. Assess.
*P11. Report Citation: (Cite survey report and other sources, or enter "None. ") McKenna, Jeanette A (2015) —
Architectural Assessment of 261 Fairview Avenue, Arcadia, Los Angeles County, California. On file,
McKenna et al., Whittier, California.
*Attachments ❑ NONE X Location Map X Sketch Map X Continuation Sheet X BSO Record
❑ Archaeological Record ❑ District Record ❑ Linear Feature Record ❑ Milling Station Record
❑ Rock Art Record ❑ Artifact Record ❑ Photographic Record X Other (List): Photos
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DEPARTMENT OF PARKS AND RECREATION
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Page 2 of 31 *NRHP Status Code 6Z
*Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, California 91007
B1. Historic Name: Unknown
B2. Common Name: Unknown
B3. Original Use: Residential B4. Present Use: Residential
*B5. Architectural Style: California Bungalow
*B6. Construction History: (Construction Date, Alterations, and dates of Alterations)
The residence and garage originally built in 1951. The residence is cross - referenced as 621 Fairview
Avenue and consisting of 1,158 square feet of living space (two bedrooms and one bath). In 1957 four
additional units were constructed on the property (see additional BSO and Continuation sheets).
*67. Moved? X No ❑ Yes ❑ Unknown pate: Original Location:
*68. Related Features: Detached garage and additional dwellings to rear of property.
B9a. Architect: Unknown 139b. Builder: Unknown
*B10. Significance: Theme: Residential Area: City of Arcadia, Los Angeles County, CA
Period of Significance: 1950s Property Type: MFR Applicable Criteria: NONE
(Discuss importance in terms of historical or architectural context as defined by theme, period, and geographic
scope. Also address integrity.)
This area of Arcadia is outside the original city boundaries and annexed into the city relativity late. As
such, this improvement was not covered by the historic Sanborn Fire Insurance maps. This particular
area is representative of the post -World War II expansion of residential properties in the City of
Arcadia, where the single family residential properties were often converted to multi- family properties,
as needed to supplement the owner's income.
B11. Additional Resource Attributes: (List Attributes and Codes) None
*B12. References: McKenna, Jeanette A. (2016)
B13. Remarks: Property slated for demolition and (Sketch map with North Arrow Required)
redevelopment
*B14. Evaluator: Jeanette A. McKenna
*Date of Evaluation: June 17, 2016
(This space reserved for official comments)
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DEPARTMENT OF PARKS AND RECREATION
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BUILDING, STRUCTURE, AND OBJECT RECORD
Page 3 of 31 *NRHP Status Code 6Z
*Resource Name or # (assigned by recorder) 623A and B Fairview Avenue, Arcadia, California 91007
B1. Historic Name: Unknown
B2. Common Name: Unknown
B3. Original Use: Residential B4. Present Use: Residential
*135. Architectural Style: Minimal Traditional
*66. Construction History: (Construction Date, Alterations, and dates of Alterations)
This duplex was constructed in 1957 and described as covering 1,850 square feet (925 square feet each)
with mirror image plans. The two single car garages are attached and located between the residences.
Each unit consists of two bedrooms and one bath. These units are cross - referenced as 623A and B
Fairview Avenue. A similar duplex is located to the north of this duplex, accessed by the same drive-
way. See Continuation Sheet for details.
*B7. Moved? X No ❑ Yes ❑ Unknown Date: Original Location:
*138. Related Features: Detached garage and additional dwellings to rear of property.
B9a. Architect: Unknown 139b. Builder: Unknown
*B10. Significance: Theme: Residential Area: City of Arcadia, Los Angeles County, CA
Period of Significance: 1950s Property Type: MFR Applicable Criteria: NONE
(Discuss importance in terms of historical or architectural context as defined by theme, period, and geographic
scope. Also address integrity.)
This area of Arcadia is outside the original city boundaries and annexed into the city relativity late. As
such, this improvement was not covered by the historic Sanborn Fire Insurance maps. This particular
area is representative of the post -World War II expansion of residential properties in the City of
Arcadia, where the single family residential properties were often converted to multi- family properties,
as needed to supplement the owner's income.
B11. Additional Resource Attributes: (List Attributes and Codes) None
*B12. References: McKenna, Jeanette A. (2016)
B13. Remarks: Property slated for demolition and
redevelopment
*1314. Evaluator: Jeanette A. McKenna
*Date of Evaluation: June 17, 2016
(This space reserved for official comments)
(Sketch map with North Arrow Required)
DPR 5238 (1/13) w Required Information
State of California Primary #
DEPARTMENT OF PARKS AND RECREATION
HRI #
BUILDING, STRUCTURE, AND OBJECT RECORD
Page 4 of 31 *NRHP Status Code 62
*Resource Name or # (assigned by recorder) 625A and B Fairview Avenue, Arcadia, California 91007
B1. Historic Name: Unknown
B2. Common Name: Unknown
B3. Original Use: Residential B4. Present Use: Residential
*B5. Architectural Style: Minimal Traditional
*B6. Construction History: (Construction Date, Aiterations, and dates of Alterations)
This duplex was constructed in 1957 and described as covering 1,850 square feet (925 square feet each)
with mirror image plans. The two single car garages are attached and located between the residences.
Each unit consists of two bedrooms and one bath. These units are cross - referenced as 625A and B
Fairview Avenue. A similar duplex is located to the north of this duplex, accessed by the same drive-
way. See Continuation Sheet for details.
*B7. Moved? X No ❑ Yes ❑ Unknown Date: Original Location;
*138. Related Features: Detached garage and additional dwellings to rear of property.
139a. Architect: Unknown B9b. Builder: Unknown
*1310. Significance: Theme: Residential Area: City of Arcadia, Los Angeles County, CA
Period of Significance: 1950s Property Type: MFR Applicable Criteria: NONE
(Discuss importance in terms of historical or architectural context as defined by theme, period, and geographic
scope. Also address integrity.)
This area of Arcadia is outside the original city boundaries and annexed into the city relativity late. As
such, this improvement was not covered by the historic Sanborn Fire Insurance maps. This particular
area is representative of the post -World War 11 expansion of residential properties in the City of
Arcadia, where the single family residential properties were often converted to multi- family properties,
as needed to supplement the owner's income.
B11. Additional Resource Attributes: (List Attributes and Codes) None
*B12. References: McKenna, Jeanette A. (2016)
613. Remarks: Property slated for demolition and (Sketch map with North Arrow Required)
redevelopment
*B14. Evaluator: Jeanette A. McKenna
*Date of Evaluation: June 17, 2016
(This space reserved for official comments)
DPR 5236 (1/131 * Required Information
State of California Primary #
DEPARTMENT OF PARKS AND RECREATION
wRi #
CONTINUATION SKEET Trinomial
Page 5 of 31 *Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, CA 910C
Recorded by: Jeanette A. McKenna *Date June 17, 2016 X Continuation Update
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DPR 523L (1/13) * Required Information
State of California Primary #
DEPARTMENT OF PARKS AND RECREATION
HRI #
LOCATION MAP Trinomial
Page 6 of 31 *Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, CA 91007
*Map Name: Mt. Wilson *Scale 1:24,000 *Date of Map 1996
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DPR 523J (1/13) * Required Information
State of California Primary #
DEPARTMENT OF PARKS AND RECREATION
HRI #
CONTINUATION SHEET Trinomial
Page 7 of 31 *Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, California 91007
Recorded by: Jeanette A. McKenna, McKenna et al., Whittier CA *Date June 17, 2016 *Date June 17, 2016
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State of California Primary #
DEPARTMENT OF PARKS AND RECREATION
Hill #
CONTINUATION SHEET Trinomial
Page 8 of 31 *Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, California 91007
Recorded by: Jeanette A. McKenna, McKenna et al., Whittier CA *Date June 17, 2016 X Continuation Update
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State of California Primary #
DEPARTMENT OF PARKS AND RECREATION
HRI #
CONTINUATION SHEET Trinomial
Page 1u of 31 `Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, California 91007
Recorded by: Jeanette A. McKenna, McKenna et al., Whittier CA *Date June 17, 2016 X Continuation Update
RPR 523L (1/13) * Required Information
State of California Primary #
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HRI #
CONTINUATION SHEET Trinomial
Page 11 of 31 *Resource Name or# (assigned by recorder) 621 Fairview Avenue, Arcadia, California 91007
Recorded by: Jeanette A. McKenna, McKenna et al., Whittier CA *Date June 17, 2016 *Date June 17, 2016
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State of California Primary #
DEPARTMENT OF PARKS AND RECREATION
HRI #
CONTINUATION SHEET Trinomial
rage 1L oT 31 'Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, California 91007
Recorded by: Jeanette A. McKenna, McKenna et al., Whittier CA *Date June 17, 2016 X Continuation Update
APR 523L (1 /13) * Required Information
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APR 523L (1 /13) * Required Information
State of California
DEPARTMENT OF PARKS AND RECREATION
Primary #
HRI #
CONTINUATION SHEET Trinomial
Page 13 of 31 *Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, California 91007
Recorded by: Jeanette A. McKenna, McKenna et al., Whittier CA *Date June 17, 2016 X Continuation Update
DPR 523L (1/13)
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Page 14 of 31 *Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, CA 91007
Recorded by: Jeanette A. McKenna *Date June 17, 2016 X Continuation Update
The multi - family residential complex at 621 Fairview Avenue, Arcadia, Los Angeles County, Cal-
ifornia, was, according to the County Assessor, developed in 1951 as a two bedroom and one
bath California Bungalow. Subsequently, the owner added two duplexes to the rear of the prop-
erty, adapting the original single family residential property into a multi - family residential property
with five units. The corresponding addresses included 621 Fairview Avenue for the original 1951
residence and 623A and B Fairview Avenue and 625A and B Fairview Avenue for the duplexes.
All five units are on one parcel — 5778- 002 -011. The County Assessor describes the property as
"Lot corn as SW cor of Lot 4 Tract #3430 th N 86 1010" E 72.59 ft with a uniform depth of
310.09 ft N part of abandoned RIW Santa Anita Rancho and part of Lot 4 of Tract #3430 as
per Bk 42 pg 32 of Maps" (see Tract No. 3420, attached).
Research confirmed the subject property was originally part of the historic Rancho Santa Anita
(Section 32), as mapped in 1858 (recorded in 1868). When mapped, the Rancho was owned by
Henry Dalton and later by Elias "Lucky" Baldwin. In 1910, this portion of the Rancho was subdi-
vided and mapped as Tract No. 950. In this case, the project area was identified as being within
Lot 3 of Tract No. 950, defined to the south by County Road (Duarte Road) and to the north by
Huntington Drive. The western boundary of Lot 3 is Baldwin Avenue. As such, the project area
is in the western portion of Lot 3.
Tract 3430 was mapped in 1920 at the request of Rudolph H. Schwarzkopf, Anita M. Baldwin (E.J.
Baldwin's Daughter), and Otto E. Winkler. As mapped, this tract extended east of Baldwin Avenue
and between Duarte Road and the northern boundary of lots facing Fairview Avenue. A total of
55 lots were identified with the lots on the north side of Fairview Avenue being smaller than the
lots to the south. Here, the average lot measured 145 feet wide and 270 feet deep (39,150 square
feet or over five times the size of a modern single family residential property. The current project
area is within Lot 4 of Tract No. 3430.
Lot line adjustments after WWII resulted in the redefinition of Lot 4. The County Assessor now
identified the property as the western 79+ feet of Lot 4 and the addition of the abandoned railroad
right -of -way alignment added another 40+ feet to the northern extent of the lot (79 x 310 feet).
The property now covers 24,490 square feet or approximately 60% of the original lot size. This
lot is still over three times the size of a modern single family residential property (7,000 square
feet).
There are three improvements associated with this property: 1) 1951 California Bungalow; 2) 1957
Duplex, and 3) 1957 Duplex. The original residence has a detached two car garage, while the
DPR 523L (1/13) * Required Information
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Page 15 of 31 *Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, CA 91007
Recorded by: Jeanette A. McKenna *Date June 17, 2016 X Continuation Update
duplexes have attached single car garages. Each improvements is discussed below with the
understanding the duplexes are built in mirror - images. The access to the property is via a shared
driveway running along the eastern side of the property.
621 Fairview Avenue
The 1951 improvement at 621 Fairview Avenue is a small, California Bungalow with an irregular
floor plan, raised foundation, and hipped -gable roof. The structure is a wood framed building with
stucco siding and double hung, wood framed sash and casement windows. The south elevation
(facing Fairview Avenue), exhibits a small ell on the southwestern corner and a covered porch in
the center of the structure. Fixed paned windows are present on the porch, indicating the location
of the living room. The bedrooms and both are to the western side of the structure and a red brick
chimney is present in the center of the building — in the living room. The dining room and kitchen
areas are to the eastern side of the building.
The north elevation exhibits a small service porch (ell) on the northeastern corner (with a second-
ary entrance) and the extended bedroom on the northwestern corner. A larger covered porch is
recessed between the service porch and bedroom. This raised porch consists of a concrete slab
with simple 4 x 4 posts supporting the roof.
The detached garage is a standard two car garage with the bay door facing east. It is accessed
from the driveway on the eastern side of the property. This is a wood framed structure on a
concrete pad, stucco sided, and with a hipped composition shingled roof. The original wooden
bay door has been replaced with a more modern spring- actioned replacement.
Overall, this is a simple residential structure with no unique or outstanding design elements. There
is no evidence of significant alterations, but the roof has been replaced (modern composition
shingles) and the stucco surface has been maintenance.
623A and B Fairview Avenue
The duplex at 623A and B Fairview was constructed in 1957 and consists of two mirror -image
residences (2 bedroom and 1 bath; 925 square feet each) with attached single car garages be-
tween the two residential units. Paved parking is to the east of the garages. Unit A faces north
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Page 16 of 31 *Resource Name or # (assigned by recorder) 621 Fairview Avenue, Arcadia, CA 91007
Recorded by: Jeanette A. McKenna *Date June 17, 2016 X Continuation Update
and Unit B faces south. Each units has a secondary entrance on the respective north and south
elevations. These units exhibits metal (steel and /or aluminum) framed fixed and slider windows.
The roofs are hipped on the residences and gable on the garages. All are covered with compo-
sition windows. These residences are constructed on concrete slabs (not raised foundations) and
well maintained, although simple in design. Unit 623A has a fenced yard and more landscaping
than the other properties, but the residence, itself, is still quite simple.
NOTE: the area between Unit 6238 and 625A Fairview Avenue is relative small and, alt-
hough there are rear doors on these two units, the area available for use is quite small.
625 A and B Fairview Avenue
The duplex at 625A and B Fairview was constructed in 1957 and consists of two mirror -image
residences (2 bedroom and 1 bath; 925 square feet each) with attached single car garages be-
tween the two residential units. Paved parking is to the east of the garages. Unit A faces north
and Unit B faces south. Each units has a secondary entrance on the respective north and south
elevations. These units exhibits metal (steel and /or aluminum) framed fixed and slider windows.
The roofs are hipped on the residences and gable on the garages. All are covered with compo-
sition windows. These residences are constructed on concrete slabs (not raised foundations) and
well maintained, although simple in design. Unit 625B has a rear doorway leading to a small yard
on the north side of the unit, but this area shows little evidence of use. Both units are modestly
landscaped, but still quite simple.
..... + +. + + + + + + ++
McKenna et al. has concluded this property does not meet any of the minimum require-
ments for recognition as a historical resource (association with significant events associ-
ation with significant persons; architectural distinction; or archaeological sensitivity) as
defined in CEQA and, therefore, additional alterations or demolition will not result in an
adverse environmental impact.
DPR 523L (1/13) * Required Information
Overview of Fairview Avenue from 621 Fairview Avenue (East).
Overview of Fairview Avenue from 621 Fairview Avenue (West).
Dri veway Entrance to 621 Fairview Avenue (North).
South Elevation of Residence at 621 Fairview Avenue (Northwest).
South Elevation of Residence at 621 Fairview Avenue (Northwest).
Detail of South Elevation of Residence at 621 Fairview Avenue (Northwest).
East Elevation of Residence at 621 Fairview Avenue (Northwest).
South Elevation of Residence at 621 Fairview Avenue (West/ Northwest).
Window Detail, East Elevation of Residence at 621 Fairview Avenue (Northwest).
Driveway to Rear Residences at 623 and 625 Fairview Avenue (North).
Garage to North of Residence at 621 Fairview Avenue (West/Northwest).
North Elevation of Residence at 621 Fairview Avenue (South/Southwest).
Driveway and North Elevation of Residence at 621 Fairview Avenue (South).
Fenced Yard and Residenat at 623A Fairview Avenue (Northwest).
Fenced Yard, South and East Elevations at 623A Fairview Avenue (Northwest).
Garages between 623A and 623E Fairview Avenue (West).
Garage, South, and East Elevations of 623B Fairview Avenue (West/Northwest),
East and North Elevations at 623A Fairview Avenue (Southwest).
East Elevations of 6238, 625A, and 625E Fairview Avenue (North /Northwest).
Yard Area between 6236 and 625A Fairview Avenue (West).
East Elevation of 625A and South Elevation of 6258 Fairview Avenue (North/Northwest).
East and North Elevations and Garage of 625A Fairview Avenue (WeWSouthwest).
Garage, South and East Elevations of 625E Fairview Avenue (West/Northwest).
Garages between 615A and 6156 Fairview Avenue (West).
North Elevation of 6256 Fairview Avenue (West).
East and North Elevations of 625E Fairview Avenue (West).
Driveway from 625B Fairview Avenue (South).
Driveway from 6258 Fairview Avenue (South).
Front Yard at 621 Fairview Avenue (West/Southwest).
Modem Condominiums Opposite 621 Fairview Avenue (South).
Attachment No. 4
Vesting Tentative Tract Map No. TTM 15-
04 (73921)
Attachment No. 4
BALDWI N� AVE.
SCALE, ! " =20'
II II II II, I I vv-v- I I ry I .), rvI. u. I c°ta- I - - I .j
III -n EXIST 12 O NUS CONDOMI]NI M
II I
HIGH DENSITY MULTIPLE FAMILY RESIDBVf1AL I I
III I H II III'
ZONING: R -a1
I III A II-- - - - - -J ------ - - - - -- --- - - - - -- --------- - -JI -- - - -- -J-
8 00 °00' 55" W
III rl-) �Ill�s RW(H2.5) ,Rw(H =5.5' - .
III I as7r - - J - -- -2- - - -- s, - - - - --
III I Z 30071�III®Ftll - _ -._ EP Y4j6 6M �� _ �____�
40.09' -, �
310
270.Q2
I ml m II } - - - -� m g
III NIA °' 'k1 III q2- E11.HasB Ex HOU _°^ I
z
III Y41<lo ,en- -
NI m1� III I�� coASS E HWSE �- Y� t -
22,462 $F I
z ikl� ca7s} - 1! r 9RA�5 - - - - - - - - - - _'_ -- S. R R)
z N 'I --------- _ (0.52 A�) -I - --
,7" cam 2E
ur�0, - -
II I IR 41-6
4sFHar� LOT 4 �15_ - - - _ - _ -
NI
TRACT NO. 3430 ASVHHAALT �- 36' y �i --
v J
49KIJ.i - - - - - -- -------- - - --
_ - - - -- ta�s� - M.B. 42 -32 ' AyN,,LT I
,o
III I 30 HEDC -- - - -- - - --07119 AEDO- -- -- HEDGE 27000 -
D HEDGE - -- 40.09'�� JI
VESTING TENTATIVE
TRACT NO. 73921
IN THE CITY OF ARCADIA, COUNTY OF LOS ANGELES,
STATE OF CALIFORNIA JULY 25, 2016
BEING A SUBDIVISION OF A PORTION OF LOT 4 OF TRACT NO. 3430, AS PER MAP
RECORDED IN BOOK 42, PAGE 32 OF MAPS, AND A PORTION OF SANTA ANITA
RANCHO AS SHOWN ON MAP RECORDED IN BOOK 1 PAGES 97 AND 98 OF
PATENTS, BOTH IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
FOR CONDOMINIUM PURPOSES
PROJECT: OWNERS/ APPLICANT: EN GI NEER/ SURVEYOR
12 UNI TS CONDOMI NUM DEVELOPMENT@ FAI RVI EW HOLDI NG LLC TRI TECH ENGI NEERI NGASSOCI ATES I NC,
621 FAI RVI EW AVE, ARCADI A, CA 1005 E LAS TUNAS DR. # 125 135 N. SAN GABRI EL BLVD,
AFN: 5778 - 002 -011 SAN GABRI EL, CA 91776 SAN GABRI EL, CA 91775
TEL: (951) 907 -8888 TEL: (626) 570 -1918
LA CADENA AVE
1,800 Sf
8,895 Sfl
III i-i I TU�fis`�I1r -�=
III 7O I I Fu.{sT91 _(.,
NI H '
NI fit I I T ii5 ill
III � I 0.07
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N I � Ian, III
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111 PROP n � AaX
I
1 1l
E 5' >
.-- - .----- _-- _ -
-
340.16'
q6] 25TG _-
LOTAREA 22.469 S.F. .
MINIMUM DENSITY (2,200SF LOT AREA/ UNIT) 10 UNITS
2- CAR
_ 1� /
PRI VATE 4,440 SF
46].50
MAXIMUM DENSI TY(1,450SF LOT AREA/ UNIT) 15 UNI TS
III I /'
III r-- -----------------------
- - - - -- ---------------
�_
11
PROPOSED DENS I TV 12 UNI TS
�
- - - - - -- - -- _ - . - - - - - - - -- - - - - - -J L- _ _ II
CONSTRUCTI ON TYPE
00 °00'55" H4
,,RW(N_5- - -
- 310.11' -- _�' _- -TZ�- - ^ -�" -- -� 340.1_ - °EP
V- B,
ZON I N G
j�
III (C
�q IIVST2®(<DNOTS
C®N® ®I�VNVU9P4
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Edison Pole
PARKING
W
4soe4FS UNIT4
25
UNIT5
as7ssrs _
UNITS , -AR UNIT 11
UNIT 12
N
Iu i
/I
i N
TRACT NO 47071, M.B. 1168 -47 -48
2 -CAR GARAG _ GARAGE 3- 13 -RAC£
H6L7
NIT 1
MINIMU M RED 36 STALL S
ptll.
^i
16
= UNI T 7
- UNI T 9 UNIT 1O
-" -- - -=- =s,
2 RER2 BEDRM. 4 STALLS
HIGHDENSITYMULTIREFAMILYRESIDENTIAL (R3)
UNIT9
HI GH DENSITY MULTI PE FAMILY ES DENTAL
-- --
34
2.5 PER 31BEDRM. 25 STALLS
3- CARGARAG
GR
GARAGE - 2 -CAR GARAG
GFy1
�R
GARAGE- 2- CARGARAG
3- CARGARAG 3 -CAR GARAG
3REQUI
1GUEST P22 UNITS 6S
O
LANDSCAPEAREA
TRASH
UNIT 12
iSTALLS
ACCESSIBLE TALLS
LA CADENA AVE
1,800 Sf
8,895 Sfl
III i-i I TU�fis`�I1r -�=
III 7O I I Fu.{sT91 _(.,
NI H '
NI fit I I T ii5 ill
III � I 0.07
II I I� R
(2013 CBC) I N I kn I as w I I�
NI FI< II�o ❑ III
N I � Ian, III
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I
1 1l
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30,17'
�I
u 1 m II
IN I I I Z I� a 4.sTC
4 3. 01V II1I
III
I fill
III � l 11
UNIT 2 -
ALL EXI STI TO TRCTUED EXISTING SITE CONDITION
PROVIDED 41 STALLS
GARAGE 34 STALLS
GUEST 7STALLS
OPEN SPACE
q
467.50R. 4p6].SO�R
q6] 25TG _-
MINIMUM i50SF /UNIT TOTAL REQUI RED 1,800 SF
PROVIDED 8,895 SF
2- CAR
_ 1� /
PRI VATE 4,440 SF
2a =a 1a% 1a.oa'
46].50
SHARED 4,455 SF
B I
SCALE, V° -2C'
HARDSCAPE 5,755 SF
FS 467.2.5 -(a77)
11
SOFTSGAP- 3,140 BE
I
;HarcuRB aEVATON 44b-. - - - - - J - - - --
- - - - - -- - -- _ - . - - - - - - - -- - - - - - -J L- _ _ II
CONSTRUCTI ON TYPE
00 °00'55" H4
,,RW(N_5- - -
- 310.11' -- _�' _- -TZ�- - ^ -�" -- -� 340.1_ - °EP
V- B,
ZON I N G
17 36'
-5')-
Pavement
� TRENCH GRAIN
Edison Pole
--
W
4soe4FS UNIT4
25
UNIT5
as7ssrs _
UNITS , -AR UNIT 11
UNIT 12
N
.5 FS
473.38F5
15' 46].4 R- - -
468.87F5
3 -CAR GARAG
GR3 GR4 GRS
2 -CAR GARAG _ GARAGE 3- 13 -RAC£
H6L7
NIT 1
UNI T 3
UNI T 6
^i
16
= UNI T 7
- UNI T 9 UNIT 1O
-" -- - -=- =s,
OINV
I
HIGHDENSITYMULTIREFAMILYRESIDENTIAL (R3)
UNIT9
966
-- --
34
GARGARAGE
3- CARGARAG
GR
GARAGE - 2 -CAR GARAG
GFy1
�R
GARAGE- 2- CARGARAG
3- CARGARAG 3 -CAR GARAG
UNIT 11
O
LANDSCAPEAREA
TRASH
I
UNIT 12
1,021
I
46
2,170
-
_
- UB
-
3,140 SF/22,469 SF= 13.96%
s
NI m Im m I a
74
i u I D
30,17'
�I
u 1 m II
IN I I I Z I� a 4.sTC
4 3. 01V II1I
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III � l 11
UNIT 2 -
467 25 4467.50�FL
�4
467.25TG / 'SQR
q
467.50R. 4p6].SO�R
q6] 25TG _-
1000' 10.00'
2- CAR
_ 1� /
r
- _ /_ -_ _ -- - _
22,46 SF
2a =a 1a% 1a.oa'
46].50
I
1%
467 37 as]ssic
474 54F
FS 467.2.5 -(a77)
Concrete
r
-.. ..•_
466501
CL- 929 �I
I (0.52 AC)
. 46].4oFS -�I
a67soFS
J
/ 46] 37TG
PVMT . ........
Pavement
� TRENCH GRAIN
Edison Pole
--
20%
4soe4FS UNIT4
25
UNIT5
as7ssrs _
UNITS , -AR UNIT 11
UNIT 12
N
.5 FS
473.38F5
15' 46].4 R- - -
468.87F5
3 -CAR GARAG
GR3 GR4 GRS
2 -CAR GARAG _ GARAGE 3- 13 -RAC£
H6L7
3- CARGARAC£
-01
�
s�
° ERw(Hxs')
^i
16
310.09'' P��6.��. ----- -
-' - -� RW(H.S,) ffi-� -- - -- - -
-
-" -- - -=- =s,
OINV
I
2,039
UNIT9
966
-- --
34
1,946
UNIT 10
NO TREE PROPOSED ONSITE
PROPOSED ASEMENT
%EC ZION Al NOT TO .SCALE -
NOT TO SCALE
PL
PL PL
I i
EX
TO R R EMAIAI
N I� 10 00
l`` Ex 6' CRW
478.84 f TO REMAI N
47638 - %- FF 477.66 - (476771
15 RFE ! 16
~EX 6fUDE 474.59 15" R BE
2.5' 473 2 NV 1% I -3.67'
i
TYPICAL SECTION OF FAIRVIEW AVER
NOT TO SCALE
RW R/W
60 -I
105.5'
4
20' 20'
CURB
III�I�III_(II =1111 ,I� -_-
�jr -1f- III -I
COMPACTED SUBGRADE BASE COURSE
SOUTH NORTH
RAMP PROFILE
LEGAL DESCRI PIN ON:
NOT TO SCALE PL
AC
Asphalt Concrete
1000' 10.00'
2350' 15.00'
CBW .........
a% 11�
2a =a 1a% 1a.oa'
I nvert Elevation
C&G..........
1%
474.94FS
474 54F
473.54FS
Concrete
PKWY.........
4fi8.84FS
D/A ...........
Driveway Appron
467.46F5
Property Boundary Line
DWY...........
/ 46] 37TG
PVMT . ........
Pavement
� TRENCH GRAIN
Edison Pole
AT CENTERLI NE OF D. VEWAY
w W {� -ucrnN DRIVE -�
ell
m ry�r,
J
... FAI RVI EW
PROJECT LOCATI ON
TG567 -A -6 NOT TO SCALE
ON I VICINITY MAP
ABBREVI AT ON S:
LEGAL DESCRI PIN ON:
AREA (SF)
AC
Asphalt Concrete
FL .............
Flow Line Elevat Cn
CBW .........
Conc. Block Wall
I NV............
I nvert Elevation
C&G..........
Curb and Gutter
P/A ...........
Ranter Area
CONC......
Concrete
PKWY.........
Parkway
D/A ...........
Driveway Appron
P/ L ...........
Property Boundary Line
DWY...........
Driveway
PVMT . ........
Pavement
EP..........
Edison Pole
SMH ..........
Sewer Manhole
EX .............Existing
41
S /W ..........
Sidewalk
FF .............
Finish Floor Elevation
WM ............
Water Meter
TC .............
Top of Curb Elevation
WV ............
W at er Valve
PH ............. Fire Hydrant
LEGEND:
(100.10) ..... Existing Elevation
- X99) - -. Ex. Ground Contour Line
. _ . ...... Prop. Flow Line
�✓v� , ...... Prop. Sheet Flow
f - -- ...... Ex. Flow
-- X - -X -- Chain Link Fence
...... Ex. Structure
............. Fire Hydrant
- ............ Street Light
BUI LDI NGAREA
TOTAL: 22,761 sf
SETBACKS
LOCATION MI N REQ PROVIDED
NORTH REAR YARD 101-0" 101-0"
WEST SI DE YARD 10' -0" 10' -0"
EAST SI DE YARD 10' 0' 10' 0"
SOUTH FRONT YARD 30'-0- 30' -0"
EARTHWORK QUANTI TI ES *:
CUT: 6,184 C.Y. Fl LL: 199 C.Y.
TOTAL: 6,383 C.Y.
EXPORT: 5,985 CY. IMPORT: 0 C.Y.
* CUT & Fl LL AMOUNT I S ESTI MATED ONLY.
ACTUALLYAMOUNT MAYVARYDUETO OTHER
UNKNOWN FACTORS. (SI TE CONDI TI ON,
SO[ L ENGI NEERS RECOMMENDATI ON) OTHER
UNKNOWN FACTORS.
LEGAL DESCRI PIN ON:
AREA (SF)
""...Tree,
Diameter/ Dripline
2-FL
1'FL
GARAGE
TOTAL
UNIT1
571
622
23
1,217
UNIT2
577
606
31
1,214
UNIT3
976
958
66
2,001
UNIT4
967
997
41
2,005
UNIT5
967
997
41
2,005
UNIT6
979
994
65
2,037
UNIT7
976
1,001
33
2,009
UNIT8
969
1,028
42
2,039
UNIT9
966
946
34
1,946
UNIT 10
966
946
95
2,007
UNIT 11
972
1,032
107
2,111
UNIT 12
1,021
1,103
46
2,170
TOTAL: 22,761 sf
SETBACKS
LOCATION MI N REQ PROVIDED
NORTH REAR YARD 101-0" 101-0"
WEST SI DE YARD 10' -0" 10' -0"
EAST SI DE YARD 10' 0' 10' 0"
SOUTH FRONT YARD 30'-0- 30' -0"
EARTHWORK QUANTI TI ES *:
CUT: 6,184 C.Y. Fl LL: 199 C.Y.
TOTAL: 6,383 C.Y.
EXPORT: 5,985 CY. IMPORT: 0 C.Y.
* CUT & Fl LL AMOUNT I S ESTI MATED ONLY.
ACTUALLYAMOUNT MAYVARYDUETO OTHER
UNKNOWN FACTORS. (SI TE CONDI TI ON,
SO[ L ENGI NEERS RECOMMENDATI ON) OTHER
UNKNOWN FACTORS.
CI TY OF ARCADI A BENCH MARK
LEGAL DESCRI PIN ON:
B.M. NO. 126
""...Tree,
Diameter/ Dripline
�p LAND SG
�5 4H'0'IIt 4G
BE[ NGA SUBDIVI SI ON OF LOT4 OFTRACr
DESCRIPTION:
............. Sump Pump
p
❑®
............. Catch Basin
U1 LS 8766
Ex,, 12131116
CA FORM A, AS MR MAP RECORDED IN
BOOK42,MGE32OFMAFS, ANDAPOKION
.... Area Drain
CP CA-
FAI RVI EW HOLDI NO. LLC
...... Point of Connection
MAP RECORDED IN BOOK 1 PADS 97 AND
CI TY OF ARCADI A BENCH MARK
LEGAL DESCRI PIN ON:
B.M. NO. 126
ELEVATION 485.13
BE[ NGA SUBDIVI SI ON OF LOT4 OFTRACr
DESCRIPTION:
NO 3430, INTHECTYOFARCADIA,
BALDWIN AVE. & FAIRVIEW AVE.,
O0UNTYOF LOS ANGLES, STATE OF
SOUTHWEST CURB RETURN, 5' NORTH.
CA FORM A, AS MR MAP RECORDED IN
BOOK42,MGE32OFMAFS, ANDAPOKION
APPLICANT: TEL: (951) 907-8888
OFSANTAANITA RANDIOASSHOWNON
FAI RVI EW HOLDI NO. LLC
MAP RECORDED IN BOOK 1 PADS 97 AND
1005 E LAS TUNAS DR # 125
90 OF PATENTS, BOTH I N THE OFFI G OF
THE COUNTY RECORDER OF SAI D COUNTY.
SAN GABRI EL, CA 91776
SUBDI VI SI ON
LAND SURVEY
G VI L ENGI NEERI NG
& DESI GN
135 N. SAN GABRI EL BLVD.
TRI TECH
SAN GABRI EL, CA 91775
ENGINEERING
TEL: (626) 570-1918 FAX: (626) 737-8786
ASSOCI ATES
EMAIL: nfog,itechassa Wes-
CITY OF ARCADIA
ENGINEERING DEPARTMENT
VESTING TENTATIVE TRACT NO. 73921
621 FAI RVI EW AVE.
APPROVED 2016
O TY ENGI N EER R.C.E.
DESI GN ED BY DWGNO.
SHEET 1 OF 1 SHEETS 1503
ORN BY: SMITH 07 -2!
GRADING AND DRAINAGE PLAN
FOR VESTING TENTATIVE TRACT NO. 73921
1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY
OF ARCADIA STANDARDS AND SPECIFICATIONS, AND APPENDIX J OF THE
2013 CALIFORNIA BUILDING CODE
2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS,
INCLUDING EXISTING STRUCTURES, FOOTING, FOUNDATIONS, RUBBLE, TREES,
AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO SATISFACTION
OF THE SOILS ENGINEER.
3. REMOVAL OF DEBRIS AND EXISTING FILL AND DISTRUBED NATURAL SOILS
SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER.
4. THE SOILS ENGINEER SHALL THEN INSPECT THE EXPOSED SOILS, AND ANY
ADDITIONAL OVER EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE
SOILS ENGINEER'S RECOMMENDATION AND AS CONTAINED IN THEV SOILS REPORT.
5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES,
BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 90%
OF THE MAXIMUM DENSITY, AS DETERMINED BY APPENDIX J OF
THE 2013 CALIFORNIA BUILDING CODE OR EQUIVALENT COMPACTION
SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER
6. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING
CONSTRUCTION THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION
OF THE SOILS ENGINEER AND BUILDING DEPARTMENT BEFORE PROCEEDING
FURTHER.
7. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE
ANY MUD, SILT OR DEBRIS TO THE DEPOSITED ONTO PUBLIC OR ADJACENT
PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON
ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY; DUST SHALL BE
CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE
GRADING AND BUILDING CONSTRUCTION OPERATION.
8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR
SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER
AND SOILS ENGINEER THAT BUILDING PAD SUB GRADES ARE WITHIN 0.10
FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION HAS
BEEN OBTAINED.
9, NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND
NOTIFYING THE BUILDING INSPECTOR 24 HOURS PRRIOR TO START OF WORK,
10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE
ENGINEERS OF RECORD IN ACCORDANCE WITH APPENDIX J OF THE 2013
CALIFORNIA BUILDING CODE
11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT
THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTOR AND
AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED
TO SEWERS, WATER LINES, ELECTRICAL, GAS & LANDSCAPE IRRIGATION LINES.
12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE
BUILDING AND SAFETY DIVISION PRIOR THE FINAL BUILDING INSPECTION.
13. AN "S_ BUILT GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID
GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION
PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION.
14, ALL SLOPES EXCEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE
ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH
APPROVED WATERING SYSTEM.
15. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN
APPROVAL OF THE BUILDING OFFICIAL AND THE CIVIL ENGINEER OF
RECORD.
16, ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5%
WILL BE WATER TESTED PRIOR TO THE FINAL FINISH. ANY RESIDUAL BONDING
IN EVIDENCE AT TIME OF INSPECTION SHALL BE CAUSE FOR REMOVAL AND
REPLACEMENT.
17. ALL WALLS OVER 3 FEET IN FINISH HEIGHT REQUIRE SEPARATE PERMITS
AND INSPECTION.
18. ALL WORK WITHIN THE PUBLIC RIGHTS OF WAY REQUIRES PERMITS AND
INSPECTION ISSUED BY THE ENGINEERING DIVISION.
19, GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NOT LESS THAN
72 HR. IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT,
EACH PROPOSED IMPORT SOURCE SHALL BE SAMPLED, TESTED, AND APPROVED
PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE.
20. WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT
CONFORMS TO SOILS REPORT N0.- 15 _122F- - - _DATED_ APRIL 15_ 2015 _
PREPARED BY:- _T.K_ENGINEERING_CORP -__,
21. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL
NSPECTION IN ACCORDANCE WITH APPENDIX J OF THE 2013 CALIFORNIA
BUILDING CODE
___GUAN WANG___ STATE TIC. NO. CE--2=2 ---------
22. THE DIFFERENCE IN GRADE ON EACH SIDE OF A STANDARD BLOCK WALL SHALL
NOT BE MORE THAN 12- INCHES PER BUILDING DEPARTMENT REQUIREMENTS.
ENGINEER'S NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS, THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR
THE UTILITY PIPES_ CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY , THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMINIFY,
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
NOTE:
PRIOR TO FINAL APPROVAL THE OWNER OR CONTRACTOR SHALL PAY FOR REPAINTING OF ADDRESS
NUMBERS ON CURB FACE. PAYMENT SHALL BE MADE TO THE CITY OF ARCADIA AND RECEIVED AT
THE ENGINEERING COUNTER WHERE A RECEIPT OF PAYMENT SHALL BE OBTAINED. THE ENGINEERING
DIVISION WILL THEN REQUEST PUBLIC WORKS SERVICES TO PAINT THE CURB FACE PER CITY
STANDARDS.
ADDITIONAL GRADING NOTES:
1. All grading shall conform to Article VIII, Chapter I, Port 1, Section 8110 of the City
of Arcadia Municipal Code.
2. Cut and Fill
a. Maximum cut slope to be 2:1.
b. Maximum fill slope to be 2:1.
3. Indicate location of maximum cut and Fill.
4. All Cut and Fill slope to be compacted to not less than ninety(90 %) of maximum
density.
5. No grading shall commence until grading permit has been issued by the Chief of
Building Official.
6. Estimated period for completion of grading:
Greek n will begin: 10/01/2016
To be completed by: 10/01/2017
7. Obtain permit from City of Arcadia City engineer for all work
8. Remove and replace deficient or damaged curb and gutter sidewalk and / or
pavement to the satisfaction of the City inspector.
9. Contact Public Works Inspector at (626)256 -6685, at least 24 hours prior to
construction of off -site Improvements, All off -site improvements shall be completed to
the satisfaction of the Public Works Services Director prior to final inspection by
Building and Safety Division and piror to acceptance.
10. Contractor shall comply with all requirements of Federal, State, and local laws and
regulations pertaining to the Clean Air and Clean Water Act.
11. Soils engineer will inspect the excavation at the bottom of over - excavation to
determine that the sails is adequate prior to recompaction.
12. Provide minimum 6- inches cover over top of wall footings.
13. The difference in grade on each side of a standard block wall shall not be more
than 12- inches per Building Department requirements.
LOW IMPACT DEVELOPMENT BMPs:
L1 DRY WELL
L2 FILTER INSERT CATCH BASIN
THE DIFFERENCE IN GRADE ON EACH SIDE
OF A STANDARD BLOCK WALL SHALL NOT
BE MORE THAN 12- INCHES PER BUILDING
DEPARTMENT REQUIREMENTS.
EXISTING SEWER
LATERAL LOCATION
TO BE FIELD VERIFIED
EARTHWORK QUANTITIES *:
CUT: 6,184 C.Y. FILL 199 C.Y.
TOTAL 6,383 C.Y.
B(PUORP 5,985 C.Y. IMPORT: 0 C.Y.
* CUT & FILL AMOUNT IS ESTIMATED ONLY. ACTUALLY AMOUNT
MAY VARY DUE TO OTHER UNKNOWN FACTORS. (SITE CONDITION,
SOIL ENGINEERS RECOMMENDATION) OTHER UNKNOWN FACTORS.
CONTROL BOX INEMA 3 INCLUDES CIRCUIT
TOTAL AREA
BREAKER FOR EACH RUMP MAGNETIC
IMPERVIOUS AREA
STARIBR WnH 3 -IE3 PROTECTION FOR
RUMP HANUOF AUTO SNATCHES
0 = 107 GPM = 0.238 CFS
rEACH
AND RUN UGHTS FOR EACH PUMP
22,462 SF
24)24- SOLID COVER
75.75 GRAVITYUNE
PER ALHAMBRA FOUNDRY
I` .LID. NO. X2012
' 6"0
P,V,C.
'OPIION4L S 467 66T
RM
AIAAN BOX WITH BBL TOP OF CRATE
FINISH SURFACE - 2 "VgYT
3 "0
P.V.C.
PR CO ER
PIPE
30
Ex. Flow
DISCHARGE= 104.55 CFA %.VAC.
Z�T
466.65 (ALARM ON)
465.10 INV
IF
Chain Link Fence
EP .............
464.90 (PUMP ON)
463.15 T UMP TURN OFF)
IX .... - ......
462.651NV
RBNFORCE
CONCRETE SUMP
SQUARE 3 6 "CONC. k4 REB
@ 12 "0.O
EW.
SC-C110N
FG .............
TOTAL DISCHARGE= 104.55 GPM
- ............
LENGTH OF THE PIPE FROM ItE PUMP TO REGRAVfIY UNE= 25.95'
THE BOTTOM OF THE SUMP B e(ATION 462.65
THE GRAVITY LINE EEVAlION 475.75
Row Line Bevation
THE STATIC HEAD = 475.75462.65 = 13.10' USE'BARNFS
RUMPS, INC."
6"
NON�CLOG PUMPS
MODE_ NO. 3SE774L
GB .............
OR EQUAL
3"O P. V. C. PPE
PUMP DATA
P1
0.75 HP
3'0
3, P.V.C.
200 -240 VOLT
1 PH
PE
1,750 RIM
SPARE RUM P2
H= 1701'@Q- 107 GPM
6"
CONTACT JACK WANG OF
NuLll W SYSTBAS, INC.°
3
TB_ (626 ) 401-2627
...•.....
FAX (626)442 -0839
RAN
Sidewalk
CATCH BASIN &SUMP PUMP DETAIL
Z G
NOT TO SGAIE
To Be Removed
'FUMP SHALL BE IMTHAUTOMATIC ALTEdNAMNGDEVICE
PROJECT LOCATION
VICINITY MAP
TG 567 -A-6 NOT TO SCALE N
ABBREVIATIONS: LEGEND
CB...........
TOTAL AREA
PERVIOUS AREA
IMPERVIOUS AREA
PERVIOUS %
IMPERVIOUS %
EXISTING
22,462 SF
8,086 SF
14,376 SF
36 %
64 %
PROPOSED
22,462 SF
3,140 SF
19,322 SF
14 %
86 %
PROJECT LOCATION
VICINITY MAP
TG 567 -A-6 NOT TO SCALE N
ABBREVIATIONS: LEGEND
CB...........
Catch Basin
(100.10).....
Emsting Bevation
CBW ..........
Conc. Block Wall
(99) ......
Ex Ground Contour Line
C813 ..........
Curb and Gutter
....
...... Prop. Flow Line
CLF ...........
Chain Linked Fence
...... Prop. Sheet Flow
CONC......
Concrete
Ex. Flow
D/A ...........
Driveway Appron
Chain Link Fence
EP .............
Edison Pole
IX .... - ......
EAstinlg
- -- {....
Ex Structure
FF .............
Finish Floor Elevation
.......•.....
Fire Hydrant
FG .............
Finish Grade Bevation
- ............
Street Light
FL .............
Row Line Bevation
FS .............
Finish Surface Bevation
GB .............
Grade Break Bevation
.......
Tree, DiarTeter/Driplirie
HP .............
High Point Bevation
INV............
Invert Elevation
........
Ex Tree, Diameter T.B.R
LS .............
Land Scaping
PR ............
SMH ..........
Rpe Row Line
Sewer Manhole
...•.....
Landscape Area
SNV ..........
Sidewalk
„Pavement per Arch Ran
TBR...........
To Be Removed
(Impervious)
TIC .............
Top of Curb Bevation
Remove and Reconstruct
TF ..............
Top of Footing Elevation
TG .............
Top of Grate Bevation
TW .............
Top of Wall Bevation
❑® . ° ° °
°. .. Sump ��
M .............
Wooden Fence
❑®
Catch Basin
WM ...........
Water Meter
Hr ............
Retaining Heigh
o
...... Area Drain
Hv ............
Wall View Height
ro(P
...... Point of Connection
- - - - --
...... 15" PVC PIPE
®
...... Dry Well
D5o
...... Downspout
...... 3' Max Ranter Wall
I_1:�ItcfiRIIrDYII�ifl
SCALE: 1 " =20' 150311 07/25/2016
CONSTRUCTION NOTES:
O1 CONSTRUCTDPoVEWAY APPROACH PER CITY STD. 801-1
O2 EXISTING WALLS/FENCES TO REMAIN AND PROTECT IN RACE
O3 CONST 3' MAX RANTER WALL
®
CONST. 3'CONCRETE BLOCK WALL
O CONST. 6' CONCRETE BLOCK WALL
© CONST 4" AREA DRAIN PER NDS ROUND GRATE SEE SHEET G-3 FOR DETAILS
O CONSTRUCT 4" PEG CONCRETE WALKWAY PER ARCHITECTURAL PLAN
8 CONST TRENCH DRAN WIDTH GRATE W- 8" FOR TRAFFIC PER ALHAMBRA FOUNDRY
COMPANY MODEL A -2446 OR EQUAL SEE SHEET G-3 FOR DETAILS
O9
CONST 1 " WATER METER AND 1 "CIP WATER LATERAL
10 CONST.8'VCP SEWER IATE7AL.
11 EXISTING TREE TO BE REMOVE)
12 EXISTING TREE TO REMAIN AND PROTECTED IN RACE
13 INSTALL "FLO- GATRD" TRENCH DRAIN FILTER INSERT MODEL FG -TDOF6 OR EQUAL
SEE DETAILS ON SHEET G-3
14 ALL ROOF DRAIN OUTLETS SHOULD BE CONNECTED TO
THE PROPOSED ONSITE DRAINAGE SYSTEv1
15 CONST.SUBDRAIN PER SOIL REPORT
16 CONST. PARKWAY DRAIN PER SPFWC. STD PLAN NO. 151 -1, INLET TYPE 1, S= 18"
PER SE'ERATE PERMIT
17
REMOVE FISTING DRIVEWAY APPROACH, EXISTING CURS8GUTTER, AND
EXISTING SIDEWAUC AND RECONST. WITH FULL HEIGHT CURB, GUTTER &SNV.
PER CITY STANDARD TO MATCH EXISTING. PER SEFE RATE PERMIT
18 CONST 12 "X 12" CATCH BASIN PER BROOKS PRODUCTS INC. DWI: NO. 1212CB
(USE TRAFFC GRATE IN DRIVEWAYAND PARKING AREA) OR EQUAL SEE SHEET G-3 FOR DETAILS
19 INSTALL STORM DRAIN STENCIL SE SHEET G-2 FOR DETAILS
INSTALL GRATE INLET SKIMMER BOX PER SUN TREE TECHNOLOGIES MODEL GISB- 12 -12 -12
SEE SHEET G3 FOR DETAILS
21 CONST 6" PVC PIPE, SCHED-40. OR EQUAL
22 CONST 16" PVC PIPE, SCHED-40. OR EQUAL
23 CONST 3" PVC PIPE, SCHED-40. OR EQUAL
24 CONST TWO 1800- GALLON CISTEdN TANK PER SNYDER INDUSTRIES, INC
MODEL ASM TK 1800 -D2, ENG ID D004390, SEE SHAT G-3 FOR DETAILS
CONST DRY WELL DIAMETER 24 ", DEPTH= 15', TOTAL LOCATIONS PER PLAN
SEE SHEET G-3 FOR DETAILS
26 CONST CATCH BASIN & SUMP PIMP SE SHEET G-1 FOR DETAILS
iNI I � III
III I I III
u I 1 nl
I pl , I Ih I
pl III
pl I I lu
ul Iq
pl 1 �g III
I pl I to III I
III I g II B
I III � z II
III I IIID
IIIX �H IIIII\ 476.75TG181 0
N l m m 30.00 I 475.80TG 6 477 85TG 6
i III 1 <nn
20 00 1p. - - - -- - gg@ 471
III NfX : 4 .88FG 473.151NV
IIID �m 9 11 rp 9 obi' I II 4]3151M 76.7 TO
(4 00-00- 1 � 1819 0
4]3301NV
47 90I
IIIH > n j 00 L - 177111
I Ill. z 1 rlm � p III IlIIC H m _ z`" I lI - ml � ? " �a FROM
s aU7NIT .s 1 s FF 75142TG
XO 471,13"11
�.
i� --
'EJ
III W 6
I z 1` I IC z
III � s
III - BUILDING A
76 N
Illy 41 OTC l a7,.z`z �'z, a
A� ]51W UNIT
IIIm a7s. '7� U an fie F 4] . 6R 47 66F
7I
E� pl 474.22FS HI 2.44' ., v---- " - -' UNIT
p1�12'&Im IN 4]5. 9FS D- 673]FS ' 7.50 477.66FF
7 n
qIm ��4% 10 2p %2 I ^ ]66FF
477 66FF T17.5.FS
III 1 1 10 454 S @i5 477.506
II 65.40 1 736 s I. m474.7 FsS 1, 437ssFS "iI"il
1NJ ° I _ - - - -- -- - -- - ---- - - °"--
2
i 1819 0
I OO IRe'vcP Se}ri3i �.s3TC II N 471i'111 W 2 181820 y - 4]4.901M/ 224 .
473.868
III 473.90INV I 4]4.81 TG i819 0 I 16 "RPE
I III I474,101W IIID I 471.351NV
III I, °SOW ICI 466.IMM7 ..LATERAL
POC
SCALE.' 1" --20'
1
l5 1
477 sOFS I 1
477 66FF I
UNIT 6
477 .66FF
L
BUILDING B
I
UNIT ITS
477 fi6FF
F
477 66FF
477.5.FS 477
477.
- TR 52,515
73.7 I
r
41111
UNIT 8
'7 1 477.66 FF
6FF [
all II
]].fi6
m r SOPFF S
B. 1243-1 2 .N
9 p
�2473531W ,LJ
4]]00 T . - I a]] Op F:
I t ',477 5i FsLL - -
UNITS UNIT 10
477.66FF 477,66FF
BUILDING C
477 66FF 477 ,66FF
477 5.F3 I -417 5OFS
. l
477.25R n�
1 TR 47071 N " R 1168 -47 -48
GROUND FLOOR
6'PVC
w1 16'PVC
¢I
0 2s
476.7516 1819 0 476.757@ 18 9 0
73. BIW 484.41NJ
2 473. 11NV 478.41 8
O N EMSTING
7700FS
L I� 4L? -25FS I) Ud4 47675TG 1819 0
477 fi6FF 477 SUPS 1 5
UNIT 11 477 66FF �RmP.6'CBW
477 66FF
UNIT 12
a77.66FF
I�J
NOT TO SCALE
477.50FS
77.66 FF
4777750 S 477.5a
S 472. 861W
S
1I
476.757@ 8.15
47_.7
'I -
_25FL
- -_
I�4�77.44FG
483.44TN
477, 00TG 181 9 0 -- 2
- e 47 5
44
401476
EXISTING
1q 901NV
ONf�LTT016 "RPE
nFG.IOIN
4]6,51)
6'RFE BHJD 45°
INVERT ELEVATION PBR SLAN
\ 18 "RPE /
iii N II <li N Iil I
sw nnGN o 1 TR 5- 2 515 - - -- M.B. 1-2-43 --- 14 --- 15
IcHsowoos R -
- - - -- - - - a -
y• AM��UMMMpj A- I A) � � Z I ilIiIIIIIIIiII D I I� m N nZ m
lI➢- m � Ilw ' m ? z I IuIIIIi , ��� IpI • ml ,7.x6 ( v � \ "., ' �y d6 6-s7z.6- s5 FsS N V 111 � _ '_I __ - - - -- �
. F-77
U467 .SFS 46 _ 4s]467S5FS 40 ? C fi7 c
TRAS H
�
I- 5 I
I 1 -
467.111S 467.25 1819 0 467.508 - 487.257@ 1819 0 467 508 q 1819 046].508 1 7819 p 5 ' 467 2576 1819 �J N
1 m �P�
_ __ -/ - _- s� --aj- - �
�`,1 II l y 1 III 1 8
III< 2000' 111000'I 1`�467.37TG 13 467.5016 839 11 FS 467.25 467.5 HP III 1 I
�' NS 2 _ 66.37 CL -8.16' 467.40FS 4 °I PAD 466.75 467.40 FS el 467.65 S
• `' Illm 4]4.22F5 I 474.69F5. 1 1 CL =8.29' 19 468.501NV
A III I I -
• 475.0 FS -- - - v I - 467.40FS 467.65F5 �.
IIIm
O 19 �oRa�IIII R I I a'vcPSe�.�1 I a R - l a:,u� - - 1 INIII 4 .
4% 10410%
4/ . 5 s 20% 10%
STOW DRAIN STENCIL DETAIL @1 o' @
F5
_ m 25 4- 6 ].- 6 5 S 46f76i5 FgS
Nor osaE 468.87F ssF
3 65o---L �
0. - -- - 4- 6].- 65- FS -c - -= - - -
� f- -- -' - 4- 6 7- .7 0- FS
-
.40 INN so r - - - - --I- - - - - - a a fi
46 E LATER,
12 WCON roc
I
0
I iii I 1 TR 4707 •f M.B. 1168 -47 -48
IM- RAMP PROFILE BASEMENT
NOT TO SCALE
10.00' 10.00' 23.Sp' 15..0'
4% 1 20:0 ,0% 14.00'
I 1%
474.94FS i 47
473 54F
I 468.84 F5
467.46 FS
467 3776
-_ N
AT CENTER-1 NE OF DR VEWAY
f2
476.757@ ,i o.oa.
ILA
0.00
468.87FS
NOT TO SCALE
APN: 5778 - 002 -011
CITY OF A R C A D I A
ENGINEERING DEPARTMENT
fa7a.5a1
476.38 2%
PF 477.66
1
1147,.mw
CITY OF ARCADIA BENCH MARK
LEGAL DESCWPTION:
OWNERS /APPLICANT:
-
suenwlsloN
GRADING AND DRAINAGE PLAN
I5RIPE
toc "rs,OE
LAND SURVEY
2.5, 473.
INV
1.67
B.M. NO. 126
BEI NG A SURVEY OF A PORTI ON OF LOT 4 OF
TRACT NO. 3430, I N THE O TY OF ARCADI A,
FAI RVI EW HOLDI NG, LLC
CIVIL ENGINEERING
621 FAIRVIEW AVE.
I�
ELEVATI ON 485.13
COUNTY OF LOS ANGELES, STATE OF CALL FORNI A,
OF
1005 E LAS TUNAS DR # 125
__
& DESIGN
ARCADIA CA 91006
SECTION ✓
MA�RAND FOR ON OF SANTAANIA32
SANGABREL,CA91776
35 N. SAN G46PoELBLVD.
NOT TO SCALE
DESCRI PFI ON: BALDWI N AVE. & FAI RVI EW AVE.,
RAN f.7 -10 AS SHOWN ON MAPRECORDED I N BOOK 1
TEL: (951) 907 -8888
TRITECH
SAN GABI6 EL. CA 91775
SOUTHWEST CURB RETURN, 5'
PAGES 97 AND 98 OF PATENTS, BOTH I N THE
OFF] CE OF THE COUNTY RECORDER OF SAID
ENGINEERING
TEL: 626 570 -1918 FAX: 626 737 -8786
( I ( )
DESIGNED BY
DWG N0.
NORTH.
COUNTY.
ASSOCIATES
EMAI L infoLo`ifiteh�sociates-
SHEET 2 OF 3 SHEETS
G - 2
DRN BY SMITH
SCALE: 1 " =20' 150311 07/25/2016
NO. 12X12 LOWERSBanON
O@OTPIOCRODT
12
2 BOTTOM
4 7B"
14 7 8"
NONE TRAFFIC GRATE
2 112"
15'
15"
TRAFFIC GRATE
� ,T'JHTJ IBS. I AVAILABLE
12 "X12" CATCH BASIN
1 8 DATE -NING WMREt
7 -8 sa
- NO. 1212CB
BROOKS PRODUCTS INC,
Part // GISB- 12- 12- 12
12
TOP VIEW
FLOW SCHEMATIC
d BOOM
IMER
OAT
ULENCE
.ECTOR
SIDE VIEW
NDS Road PDlyolefin Qae with U.V.
Description
NDS R1vd Pblyolefin Qate with U.V.
Inhibitors or �provetl equal
Square
Inhibitors or approvetl egtgy
Slope to Dran Slope to Drain
Slope to Isla
Slope In Basin
Connected SOLI
.1-111 -III =1= 111 - III -1 h
--
'III
I - 111 -I
AMa
-I -1
III III D°rr0ea Soil
III III -III - 7" =1111 I= I- NOS 4^ Iran
VIII -. ll�il� -� Rser PA.
I I
11 WI
-T
�
-III -III- NOS 4 " Drain
"- Poser RPe
-111: 711- or Approved Egiel
-I I'1I
I. -1
or Approved Equal
V NDS 1 k Be. Serer and an 31.-
Va-ie
ImS Oran T
or Approved 511rJ
Drainage pipe
FG -TDOF3
or Approved Equa
Dfanga pipe
DRY WE11- DETAIL 2 5
x7.ILq ad151E yTm'eE,xe
protected
C: npacl.d and Gushed Store
_
28.0
©4" NDS ROUND GRATE
NOT TO SCALE
By Poss
,, �raeear.exm..,oL.�r .,i. c..n N:a.arae�MA..riym
Flow Specifications
Description
Percent
Total
Square
Flow
of filter
CID
Square
Inches
Inches
of Total
Rate
(Cubic
opening
°"`"
per Unit
Unobstructed
Feet per
TYPE
1
'
Openings
Second
Sk;mmer
FG -TDOF3
10 R H IN all
DRY WE11- DETAIL 2 5
x7.ILq ad151E yTm'eE,xe
protected
1007
28.0
28.0
1.0 of5
By Poss
,, �raeear.exm..,oL.�r .,i. c..n N:a.arae�MA..riym
A•2446 OR A•2448
ppgpm.•p1p gPV,, ,. ,. .lb. "WVp�NM�L ran
NARROW$LOU SEE A•2405 PAGE C -29
Coarse Screen
PIPE
610
6.5
04
3/a x 1 3/a
stainless sree/
629,
28.0
77.3
.8 ofs
flattened expanded
0.7
AGLES RNC RJaaSNEO. IEISW. SNP ANO 'I
0.3
NOM, III SWAAW rA ?J' iNSN 0p T 1 'E' CExTI +S ON
Medium Screen
LrlpF 'P OELIta4 PCc h4 gY1.;L,L
6.5
1-
wlvea Diemo -e r�..d a- �.�'.am Ian. I,b .. o-.."..
%ue,
0.5
70,70 mesh
569
28.0
15.8'
.7 ofs
stainless sree/
O
APBA COIN GM Ma -4204 FAX AnMI
Fin
14 x 18r mesh
68%
76.0
10.8
.6 cf5
stainless steel
THROAT FLOW RATE
TREATED FLOW RATE
Total: 0.5cIe
Total:2.1 cfs
FLOW RATES BASED ON UNOBSTRUCTED OPENINGS
GRATE
SKIMMER PROTECTED
BYPASS
COARSE SCREEN
FINE SCREEN
ca
CONCRETE STRUCTURE
BOX MANUFACTURED FROM REMOVE GRATE
MARINE GRADE FIBERGLASS & GEL INSERT GISB
COATED FOR UV PROTECTION REINSTALL GRATE
5 YEAR MANUFACTURERS WARRANTY
PATENTED R,E) ,VE CALIEOR ME OISTR,BUTOR:
BIO CLEAN ENVIRONMENTAL SERVICE
P.O. BOX B69, OCEANSIDE, Ca. 92049
TEL. 760- 433 -7640 FAX: 760- 433 -3176
ALL FILTER SCREENS ARE STAINLESS STEEL Enron: o ®elo 1eo er ;.o a tot. e<
FA�2 ARLAKE R3 SUITE #2SUN7REE DBALI/Y PRODUCTS ARE BVILI FOR EASY CLEANING AND ARE OCOA FL 32922 DESIGNED TO BE PERMANENTWRASTRUCIURE AND SHOULD 7 -7552 F- 327 -637 -7554 LAST FOR DECADES INLET SKIMMER BOX
SB- 72 -72 -12 NOTE DETAIL DRAWINGS ARE 2 TO i 1 2/04 SCALE: ST= N.R.B UNITS = INCHES
LOW
474.1011
PIPE
OA
PARKWY DRAM
MANHOLE
�
N INIMUM
471.00INV
16PC PIPE 71.371W
471.00
MIC
6" PVC PERFORATED PIPE
l�'L
Hari
75'
ASTM W2- 3/4" DIA
CRUSHED THEN WASHED ROCK
6" PVC PERFORATED PIPE
UNDISTURBED SOIL
Rl ,4tlt kFiL uA011 lila4T. arrpl.
Wf! TIONX FINN WIL RrONKOi TItEl
TYPE
AMOUNT OF DRY VVBJ- 2
'
DIAMETER OF DRY WBL: 24"
1
456.00 DEPTH OF DRYWflL: 15'
FG -TDOF3
10 R H IN all
DRY WE11- DETAIL 2 5
x7.ILq ad151E yTm'eE,xe
NOT TO SCALE
CONSTRUCTION NOTES;
Q CONSTRUCT DPJVEWAY APPROACH PER CITY STD .601 -I
O2 EXISTING WAL "aTENCE5 TO REMAIN AND PROTECT IN PLACE
O3 CON5T. 3' MAX PLANTER WALL
® CON5T3 CONCRETE BLOCK WALL
O5 CONST. G' CONCRETE BLOCK WALL
© CORSE 4' AREA DRAIN PER NOS ROUND GRATE SEE 5HEET G-3 FOR DETAILS
8 CONSTRUCT 4' PCC CONCRETE WALKWAY PER ARCHITECTURAL PUN
8 CON5T. TRENCH DRAIN WIDTH GRATE W -8' POP, TRAFFIC PER ALMAMBRA FOUNDRY
COMPANY MODEL A -2446 OR EQUAL SEE SHEET G -3 FOR DETAILS
O CON51. I- WATER METER AND I'C1P WATER LATERAL
10 CON5T.8'VCP SEWER LITERAL
U15MNG TREE TO BE REMOVED
12 EXISTING TREE TO REMAIN AND PROTECTED IN PLACE
13 INSTALL TUOGARD' TRENCH DRAIN FILTER INSERT MODEL rr-TDOPG OR EQUAL
SEE DEfA1L5 ON SHEET G3
14 ALL ROOF DRAIN OUTLETS SHOULD BE CONNECTED TO
THE PROPOSED ON5EE DRAINAGE SYSTEM
IS CON5T.5UBORAIN PER SOIL REPORT
16 CON5T. PARKWAY DRAIN PER 5PPWC. 51"D PLAN NO. 151 -1. INLET TYPE 1. 5 -10'
PER 5EPERATE PERMIT
17 REMOVE EXISTING DRIVEWAY APPROACH, EXISTING CURB4GUTTER. AND
EXISTING 51DEWALK AND RECON5T. WITH FULL HEIGHT CURB. GUTTER 4 5W.
PER CITY STANDARD TO MATCH EXISTING. PER SEPERATE PERMIT
18 CONSE 12' X IT CATCH BASIN PER BROOKS PRODUCTS INC. DWG. NO. 1212CB
(USE TRAFFIC GRATE IN DRIVEWAY AND PARKING AREA) OR EQUAL SEE SHEET G3 FOR DETAILS
19. IN5TALL STORM DRAIN STENCIL See SHEET C-2 FOR DETAILS
�0 INSTALL GRATE INLET SKIMMER BOX PER 5UNTREE TECHNOLOGIES MODEL G150- 12-12-12
SEE SHEET C3 FOR DETAILS
21 C0145T. G' PVC PIPE, 5CHED40. OR EQUAL
2® CON51. I G' PVC PIPE, 5CHm40. OR EQUAL
2® CONEI 3' PVC PIPE, 5CHED40. OR EQUAL
2® CON5T. TWO 18004ALLON C15TEM TANK PER SNYDER INDUSTRIES. INC
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JOUTLET GALLERY.
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Attachment No. 5
Proposed Architectural Plans
Attachment No. 5
Applicable Building Codes:
Building regulations specified in Article VII,
2
Sections 8110 -870 of the Municipal Code
1,232 2
2013 California Building Code
2
2013 Califomia Mechanical Code
2.5
2013 California Plumbing Code
22,495 SF (0.516 Acres)
2013 California Electrical Code
3
2013 California Fire Code
1,9fi7 3
2013 California Residential Code
4
2013 Green Building Standards
3.5
2013 California Energy Code
A -2.1
California Disable tl Access
3
Energy conservation regulations specified in Title 24
2,004 3
of the California Code of Regulations
Occupancy:
R -2 Residential / S -2 Parking Garage (Basement)
Type of Construction:
S -2: Type V -B, Fully Sprinklered (NFPA 13)
Height Limit:
R -2: Type V -B, Fully Sprinklered (NFPA 13)
Fire Resistance Requirements:
[Table 601]
Allowable Stories:
S -2: 2, R -2: 2 (Table 503 Type V -B = 2 -Story)
Actual Stories:
5 -2: 1(below grade), R -2: 2(over S-2)
Allowable Building Area:
S -2 / Type V -B - 81,000 SF (max.)
(All NFPA 13 Sprinklered)
R -2 / Type V -B = 42,000 SF (max.)
Actual Building Area:
Basement: 17,345 SF ( <79,000 SF)
1,999 3
Habitable Area: 22,753 SF
10
Outdoor Covered Area: 266 SF
3.5
Subtotal: 23,019 SF (<42,000 SF)
Garage
Grand Total: 40,003 SF
Sum of Ratios (S-2 + R-2)
(17,345 SF /81,000 SF) +(23,019 SF/ 42,000 SF)=
2,048 3
0.76 < 1.00
Allowable Openings
5'-0" to 10' -0" (UP, S) = 25%
3.5
(Table 705.8 & 705.8.1, Exception 1.1)
Actual Openings
<25%
Housing Accessibility
Adaptable Units (Sec 1107A.1 -A)
22,753 34
12 Adaptable Units (At First Floor Only)
FAIRVIEW CONDOMINIUMS
621 FAIRVIEW AVENUE
ARCADIA, CA 91007
1. 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.
2. Contractor shall obtain and pay for all necessary permits from all agencies having jurisdiction over the work, except only general building permit.
3. Verify all conditions and dimensions at the job site. Deviations from 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.
4. All dimensions are face of stud or sheathing and centerline of columns unless noted otherwise.
5. Drawings are not to be scaled; use written dimensions only. Report dimensional discrepancies to the Architect before proceeding with the work.
6. Maintain a complete set of drawings and specifications on the job site at all times, including copies of all the Architect's supplemental instructions,
construction change authorizations, reviewed shop drawings and project submittals.
7. Provide construction barriers to conform with the requirements of Local and County agencies.
S. All finish grades shall slope away from the building at 2% minimum.
9. Building address numbers to be provided on the front of the buildings, and shall be visible and legible from the street fronting the property; said numbers
shall contrast with their background and must be at least 2" in height and 2" in width.
10. Fire blocking shall be installed per. CBC 708.2.1.
11. Storage of construction materials in the public righLof -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 required.
12. Separate permit required for perimeter retaining walls.
1. Buildings shall be fully sprinklered per City of Arcadia Fire Department Multi - Family Dwelling Sprinkler Standard for residential areas and Commercial
Standard for garage areas.
2. The sprinkler system shall be fully monitored. Audible /visual devices shall be provided on ist/2nd floors and in the basement garage.
3. Illuminated exit signage and emergency lighting shall be provided in the basement garage area.
4. Provide a Knox box with keys for access to restricted areas. Automatic gates shall be provided with a knox switch.
5. Minimum 2A: 10BC fire extinguishers shall be provided in the basement level and on the tat floor.
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o. z umla unn4 unns unss u K7 a.na u0¢s .-,it umtn
Owner.
Fairview Holdings, LLC
1005 East Las Tunas Drive., #125
San Gabriel, CA 91776
Contact: James U
Phone: 626.292.2559
Email: 9999jl @gmail.com
Architect,
Tyler Gonzalez Architects
139 South Hudson Street, Suite 300
Pasadena, CA 91101
Contact: Rob Tyler
Phone: 626.396 9599
Email: Rob @TGAmhitects.net
Landscape Architect:
Tyler Gonzalez Architects
139 South Hudson Street, Suite 300
Pasadena, CA 91101
Contact:. Robert Martin
Phone: 626.396.9599
Email: RMartin @TGArchitects.net
Unit Bed Bath GSF Parking
Assessor's Parcel Number:
1
2
2.5
1,232 2
Proposed:
2
2
2.5
1,205 2
22,495 SF (0.516 Acres)
3
3
3.5
1,9fi7 3
Proposed
4
3
3.5
2,005 3
A -2.1
5
3
3.5
2,004 3
2. West Side Yard
6
3
3.5
2,012 3
Height Limit:
7
3
3.5
2,009 3
< 30'-0" (Measured from First Story to ave. height of pitched roof)
8
3
3.5
2,037 3
2 per 2 Bedrm.
9
3
3.5
1,999 3
6 Ste lls
10
3
3.5
2,051 3
Garage
11
3
3.5
2,048 3
SECTIONS
12
4
3.5
2,184 3
Units
12
35
40
22,753 34
Building
Shared
At 25' -0" Front Yard
2,437
Building B
724 SF
Softscape
1,091 SF (60.1 %)
7,988
Building C
11,328
Garage
17,345
Assessor's Parcel Number:
5778- 002 -011
Zoning:
High Density Multiple Family Residential (R -3)
Existing Bldgs. to be Removed: 621 Fairview Avenue - 3 Buildings / Built 1957
Proposed:
3 New Buildings
SURVEY
2 Stories ever 1 Level Subterranean Garage
Lot Data
22,495 SF (0.516 Acres)
Density:
G -2
Min. (2,200 SF Lot Area /Unit) 10 Units
Max. (1,450 SF Lot Area /Unit) 15 Units
Proposed
12 Units
F.A.R.:
1.007 (22,647 GSF Building Area over (22,495 SF)
Setbacks:
A -2.1
Location
Min. Rea. Provided
1. North Rear Yard
10' -0" 10' -0" Min.
2. West Side Yard
10' -0" 10' -0" Min.
3. East Side Yard
10' -0" 10' -0" Min.
4. South Front Yard (Fairview Ave.) 30' -0" 30' -0" Min.
Height Limit:
ROOF PLANS - BUILDINGC
Maximum Allowed
30' -0"
Proposed
< 30'-0" (Measured from First Story to ave. height of pitched roof)
Parking:
GARAGE PLANS
Minimum Reconnect
36 Stalls
2 per 2 Bedrm.
4 Stalls
2.5 per 3+ Bednn.
25 Stalls
1 Guest per 2 Units
6 Ste lls
1 Accessible
1 Stall
Provided
41 Stalls
Garage
34 Stalls
Guest
7 Stalls
Open Space Coverage:
SECTIONS
Minimum Reconnect
1 800 SF
Private
1,800 SF (150 SF /Unit)
Shared
N/A
Provided
9 210 SF
Private
4,600 SF
Shared
4,610 SF
At 25' -0" Front Yard
1 815 SF
Hardscape
724 SF
Softscape
1,091 SF (60.1 %)
G -0.0
COVER SHEET
G -0.2
PERSPECTIVES
G -0.3
PERSPECTIVES
G -0.4
SURVEY
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VESTING TENTATIVE TRACT NO. 73921
G -1
GRADING & DRAINAGE PLAN
G -2
GRADING & DRAINAGE PLAN
G-3 3
GRADING & DRAINAGE PLAN
A -1.0
SITE PLANS
A -2.0
FLOOR PLANS- BUILDINGA
A -2.1
FLOOR PLANS- BUILDINGB
A -2.2
FLOOR PLANS - BUILDINGB
A -2.3
FLOOR PLANS - BUILDINGC
A -2.4
FLOOR PLANS - BUILDINGC
A -2.5
ROOF PLANS- BUILDINGA &B
A -2.6
ROOF PLANS - BUILDINGC
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GARAGE PLANS
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GARAGE PLANS
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GARAGE PLANS
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EXTERIOR ELEVATIONS - OVERALL
A -3.1
EXTERIOR ELEVATIONS- BUILDINGA
A -3.2
EXTERIOR ELEVATIONS - BUILDING B
A -3.3
EXTERIOR ELEVATIONS - BUILDING B
A-3.4
EXTERIOR ELEVATIONS - BUILDINGC
A -3.5
EXTERIOR ELEVATIONS - BUILDINGC
A -4.0
SECTIONS
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SECTIONS
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SECTIONS
A-6.0
WINDOW SCHEDULE & DETAILS
A-6.1
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L -1.0 PLANTING PLAN
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qd0 i
2 2nd Floor- Building A
32' -2' 0'-2" I
16' -g• 411x'
9' -e• >' -]tl2" 5' -e" 2' -]12' T -]12• 5' 1
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- -77
A-a.1 Gaa Meam I -_ o�
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° AcH -'bl Lift
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O O O DininglKitchen - - -- O I
T-4" 5' -4314" 3' 4" O
X18 -11 tl4' e_ A -5.5
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1-6" 2' -]1l4" 3' -51%"
Dining/ Kitchen
I
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29 12' -11IT 2 I I
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A -3.1 1
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1 1st FI
i—I N
LEGEND
L l
30' x48 "0ear Floor Space for accessible
OPOr bell, mounted 48 "maximum AFF antl
PLAN GENERAL NOTES
t Rakrto accessibtlty sheak (G -1.0 b 01.6) fw
(G-1.0
g. Tile atwalk In abler wetareas lnstalletl over cemen,bus
FLOOR PLAN KEYNOIES
Ot Rahig— rO.F,C.I. 36 W, -,,daN Depth
O
Frameless Rmperetl glass shower Endasureltloors.
O
Tankleas water heater an0 expansion tank. See
O Roof DrainlOVeMowDrein. See Plumbing
L
appliances 8 frxwres. See Sheer G-1.4.
❑O wnnedetl fo t wino
permanen g.
aetlitional information 8 req k.
2: I— I all WMmom accessories: rowel bars,robe
backer unite. lnstalla4on shell conto�m w TCNA Assembly
B41S11.
O DisM1washer O.F.C.I.
O
B.—b. See NOmbirrg Onwings.
1O8
Plumbing Drewirgs.
Inkrior Stair. See Sheet A -B6for stair antl hanerail
tlekils.
Drea4ngs. Pmvitle insMlla,ion submittal under
section 0] 5423 (Rwfing)br ArchltecCS review.
- charge above gratl
Ovefllow Orains shall tlis e.
_
Soiflktl Ceiling. See Refiecfed Ceiling Plans
Recessed — dicine cebineL (cabinet item)
cabinet door wiM mbror, prernishetl pain etl
metal lnkrlw. cal atlluskble glass shelves.
hooks TP dispensers, shelves antl oMer
miscellaneous Xems ,wMMerlllusVatetl or not
3.
g, Provide tloor signal tlev'wes per Section 11320..10 on
Sheet 12'
O Spksh Ownerroseleci See Case (work NOrmli,
O
Frea Skndi�q Ba,M1wb. Sea PlumbingOrewinga.
O
usableuntlereltlelof aklre�CBC 1009.5.3 rtl at
O above gratl Pyp�'shed Metal DownswW to discharge
kr M1elghk antl tlelalis.
Refer,o Plumbin8 drawings for fixture schedule.
10. All inknar wallsareTyye_U.N.O.
O Upper Cabinets, see CasewoMNOfes.
12
Wallmounktl Mirm.
20
Closet mtl and i6" shell above.
O Decorative Mekl Awen, Grill; See elevations,
removable bees
ADA Aaesaiblak ij 1lh
below Section
W'M Tankleas Wakr Heater
4 Sea ElecMCal anpinaefsemwitpsior lighting
IMormatlon one requiremen6.
11. Ali areType_eimenaipnae with hinge sitle
Iam64 "ewaY from peryentlicularwall U.NO.
5 1of215'witle BreatlbwNS Per ACCessibili Notes
O b
13
O
Nolused
21
O
Built -in Desh
O AIr HeMling Unit Sae MechanicelOrewings.
®
uiiM
cabinet meeting all requirements of
11J3.A.J. See plumbing enginee(s tlawings for
5. Elwl cekd --hantl ctrlhuld
12. All Flrs, Fbor Doors M comply with Agure i tA4lC on Sheet
Excaptlons at SecOOn t 130..4.
flxwre type. Faucelwntrols shall meal Me
requiremenk M Section 11330.6 See SM1eel G-1.3.
nM be locaktl M1igherlhan 48 "measured hum Metcp
—6.
O Pcwsable Lavekry w8h removable base cabinet
O
Balcony
31 Notused
of the revrepkGa box, and no less Man 15" measuretl
tram the bMtom MMa rece kde box.
below, mee,iig all requiremenk of Sa - 11340..&.
Fluting shoo continue and --lh. Faaml cantrok
14
Provide ctlntlnuoua relMOning In wall or Aaor at
—h— koaficns kr wwre 9raSbar inaklla0on
Aaeasibolty Noka CBC Figure 11-G
23
Min. 42' high Guardrell. See Oaten.:
3OZ Roof Below
Range antl veM hagtl O.F.C.I. See
mechanicel tlrawing,
Sae Section 11360. on Shit G -13 far aeeidenaI notes.
per'
Owner- tied
fi. Install all 1-- ces.
m m,, all requirements of Section 11330.3. See
Plumbing Drawings.
O Accessible Fiwr- monnted Water Closet meHing all
O
per all on
SM1eel Gt 6.
Skcketl Wei, art O.F C.I. GS
24
Outline of BUlleing above.
Floor mounktl water dose,eimensipnetl with
ceMwllne l8 "a—bhfr perpentlkulerwall
]. Tile11barxsglashl wainswt in kitchens shallbe
dovarcemen5oua onik.Comply with
requlemen6 MSecgon 11340..]_ 1
e19M11. 44"m 6 "min. sea
a Wakr Closal wnVOls ab.2. Amr.
-d.r . it
Seri antl Brain untlernaeM. Induees auwm.,
washing machiig wakr shuwA VaWe will leak
O
Outline of ROMOr Balcony above.
plumbing tlrewings.
TCNA Assembly W2bC -11, will oDNOnaI vapor rekNer
TCNA 1,—
t,
5 M. max. force k ope2,e See Sheet G -f.2.
sor:IhtelliFlow. series A2C-M1
mambrene.
Sea Plumbirq Drewrngs.
file
O SM1Ower
16
o ea ExM1 l Vent h M, min.4" diama,er,wihe
ONS e, equippetl wXh back -tlratt tlemper
O
Edge of soifi[above. See Refleged Ceiling Plans.
Lavatory. See plumbing drawings.
11,11 d'alns,scei um6ng Drawirgs.lope
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113-82
A -2.0
D.—By Ravkwee
TL SG
Descripfian
FLOOR PLANS - BUILDING A
2,'-9" 21' -6" 21' -6" 11 21-
412" 4' -012' 11' -4' 1' -8314" 14' -6' 8' -f0" 8' -ta" 5' -e' 1 -1 19'
5' -1" 6' -1" 4' -4" l' -10 T -]12" 2' -71 ' 4' -6" T -112" 3' 3" 3 - -T' 3' -7" 3' -3' -1112" 3' -412" EC EO 3la1 3 t10" 4' -4' 4' -912' 2' -]12' T -]i /2" 3' -012"
3114" 1' -012
:I
60'Ctar Lending
F2 A
O A A O O O O
_ - Ja --__ Q___
Y
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f � LivingR m
zA
O O _ Living Room
2 -2" -
I I I
4 LO ] ❑ ❑ Al r I
A -5.5 ❑ 3' -9112• — — —
m
I Living Room - Living Room
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al ry g O� O ------ L m,O— J N
4'- Pow er1 — —
r_I_______ t
-b. 2-6-
T -6°
2 L x 40 _ — Lull I— — — —I hJ 1 - - - -- I
I A36
m I l l �
6 - -0 -- - - - - - -- © -
3 A36
Safe. � I
13 _______ 5' -1114° I 1 +_ ______
_______ 0'- 2114` - - - - -- 9. p..
— - - - - - --
4' -D" S -Btl2" 2' -812' i3'- 91/4'_ - - - - -- - - - - -- d' p„
A -3.3 05efe:© - s ____ - ______ _ _ _ _______ 6 Safe. I 1 A -3.3
< I Dinin
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I Dining — JI _ - -- - - -- — —Ly — JI Dining I
Lod
—
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Kitchen Kitchen
]6' -5314" al
a I J
01f I 4 �I
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O I UU I I
° I III
--
6' -3' KKDIIBn I
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Sa
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EO ED T-9" T -1114" 4' -1112" 1' -10" 4' -11IT' T-]114' 7' -0" 3110' EO EO
- 15' -611T 5' -11 tl2" 1- 111/2' 15 - 4' -1'
6" I
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/l 1st Floor - Building B
Ll 114" = 1'A"
1—I N
LEGEND
E ,
3P x48 "Clear Floor Space for accessible
Doorbell, mounted48"maxim,h AFFand
PLAN GENERAL NOTES
1. Refer l,accesslbilty et (G -10 b G10)lb,
g, The alwalls In gMer oral areas installetl over bus
O1
Re 9,,WrO.F.C.I. 36'W,Stand,WDepth
O9
Fremelesstempered glass Shower Enclosurel.o
O
Tankless wafer heatrand expansion tank .See
O
Rpof Drain1OVer Drai, Sae Plu g
appliances Bfxtures. Sae Silael Gi.4.
❑° wnnacledwpetmanent wiring.
atltlto ll lnfmmahon &requirement.
hacker units. Installation shall conronnro—A Assembly
641St t.
Plumbing Drevnngs.
Drawings. Provide installation aubmifiel under
SecYOn 0]5423 (Roofing) for A.IwlS
L
2 Install all beNmom aayssories: towel M ,robe
O2
Di•nwash— F.C.I,
10
BaMWb. bee Plu ,N DrewMBS.
tog
1d ..II rStair. See Sheet A-g.e for stair and handrell
tletails.
review.
OverPOw D.w, snail discharge above grade,
_ _ _
Sogitetl Ceiling. bee Reflected CNIIn9 Pions
Rewssed median, cab!n ,(c ,.I aem)
-bin et tlporwiM minor. Prefnisnad Peinttl
� tat Interior, wl atljustable gWSS snelves.
a
h.-, TP dispensere, snelves antl oMar
miscellaneous Items, wneNerillustraRtl or not
3.
g. Prov'ltle door signal tl,vices per Secaen I l.A.10 on
Short G -12.
3
Base Cabinet and Solid- surtace Cabine[TOp uiM TII°
Splash. Owner to select Sae Casework Noros.
11
Free 5lantling 6afhwb. See PlumbinH prowl ,
19
Pfwid min onei re, of518"
usableuntlemitle sairs. CBCtsum b.a. of
p0g.5.3.
�
4 "plameter PrefinisM1etl Meral OOwnspputto tliscM1arye
above gratle, typ .
ror neigMS and tletails.
Refer to Plumbing drawings forflxture scM1etluk.
10. All IMedorwalis are TypeDNO.
O
Upper Cabinets. S
fO2
Wallmountetl Minor,
O
Closet rod antl i6 "sM1eB above.
29
Decorative Metal Accent Gnll; See elevagons.
-bin. AlA, cessiNe kl gc 11ln qui removable base
4uiremenlso
cabinet below meebfi II re i Seaim
WM Tankiess Wafer Heater
4 See Elecfnwl engineedadrewi�gsiw Ggnting
Inrotmation end requirement.
tt. Ali tloore areType_ dimensioned with hinge sitle
lamb 4' y from OameMlcularwell U.N.O.
5
O
1af215"witle BreatlboeMS Aweasibilit Notes
par Y
13
O
Not used
O
Built -in Desk
30
O
Alr Hantllin Unit See Mephanical Drawln
9 gs
®ga
11334.3. See plumbing engincers tlrawings far
fiMUre type. Faucet controls snail meal hhl
5. Ial receptaherth- lches, antl controls should
be lewted nl 4g" from tl1e
12. All First Fborpoore to comply wiM figure llA -BC on SM1eM
G1.6.
O
Exceptlpns at SecTOn 113A.4,
le witn removable base cabinet
22
Balcony
O
Nal
requirement o f SecOOn 1133A6 bee SM1eel Gi 3.
npt
n.ta mea-1
-,i-d fM1en 15" measurN
lo-, hft.11ry
below, meeti II re t Section 1130A8.
tqa qui.,d n.b
14
Provitle wntlnuous reirdoming in wall or fl.... l
used
4
Range hwtl O,F.C.I. See
Ge box.
See Secliontt t38Af onaShee!• G -13 for addlllanal rotes.
hi_mg shallwndnu b,fSneaat. Faucatcwtroh
meeting all requiremant,f SeNOn 1133A.3. Sae
tacnment locations rorfuwre
al 9reb-bar 1lA-9G n
per Accesalblliry Notes antl CBC Figure 1 to -9G on
O
Min. 42' -high Guardreil. See Oelails:
O
Roof6ebw
-0
and vent
mecheniwltlrewing.
a Install all Ownar-provid•d appl.nc .
O
Plumbing Dawings.
Acc•ss'lbl• Flwr- 1. water Closet meeting Al
"min
15
Sheet Gi.fi.
Sgcketl WasherBDryer, O.F G.I. w8M1 G65milty
O
OWina of BUi ing above.
Rppr mppnt,a wat,r dpa,t almanaipnee wtrh
c rune l0'awa from pery•nammar wall
Y
U.N.O. tlrbviys.
]. Tile al6ecksPlashlweinscot in kiwhets sM1all be
'Installed over ceme08 beat, -amts. c ply w8h
TGNAASSemON W2MG11,
b of SecYOn 1134A T 15 se
g.,,zmen a
heigM.40'max. water Closet wnbols above ibpr.
5th. max. force to o Perele See Shee( G -1.2.
and drain underneath. Intlutles automatic
e tg coaching waters
wa hi nuroflvalve WM leak
P3C-M1
O
Outline of ROOF or Balwn bove.
ya
;see plumbing
wIM opllonel vapor reWNer
membrene
See Plumbing Oravnngs.
son aor:IMeIIIFIpw, series
rExhausl Venl13, min.4 "dlameler,wihe
26
Edge of sofitabove. S. Reflected Ceiling Plans.
O
LaVMOry. See
O
Slwwarvnth tll,walls to cailiy and til,flwr. Elope
O
s da, equlpped.. back -draft damper
oW
plumbinBdrewtrgs.
anovrer floorb drain. Sea Plumbing Orewirgs.
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6 -02
A -2.1
Drewn By I Ravlewatl
Author Checker
D.dpfi,n
FLOOR PLANS - BUILDING B
ID
1 3 tl4' 3114" I
6' -4• 9 -4" 8' -1' 0' -1112" S -S 5 -5114' - - e' -1 &d" ]' -8'
3 1 0 T
I
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I 1
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2nd Floor - Building B
va• = i,A. /jam
--- N
LEGEND PLAN GENERAL NOTES FLOOR PLAN KEYNOTES
r l 30' x48 "Clear Floor Space for accessible Ooor bell, mounted 48 "maximum AFF antl t Rater tc accesalbilly sheets (G -,.0 to G1.81 fa g. Tile at walls in aNer call areas installed over cemenAoua O —.r ..-A. 36 W, Standmd DepM O Frameless temperetl glass Shower Enmasureltloors. O Tanklesa waWrheater and expansan tank .See O RoofDreinlOVemowDrsin. See Plumbing
appliances& fixNres. —.--A, ❑O wnneMetl W permanenlwidng. atltlitional inbrma0on &requirements. backer units.ItretallaM1On shall conform WTCNA Assembly PlumbinBOrewilgs. Drawings. Provitle instelletion subm'elal antler
B41S11. Interior stair. Sea Sheet A -Behr stair antl handrail SDect'MOn O]D5423 (ROOrtlng)„rgrcM1�cYS rea ew.
L Install ell ballroom accessories: Wwel hers, robe O Oisnwasher O.F.C.I. O Bathtub. See Plumbing Onwings. O tletails. ve ow rains s a 1sc e.
Recessed metlicine cebineL NcebinM item) M1ooks, TP tllspensers. shelves end oMer 9. Provide tloor signal tlevices per Secion 1132A.10 on arge a ve gra
SotflMtl Ceiling. See Re6ecfed Ceiling Plans � cabinet OOOr will mirror, prernishetl paintetl miswllaneous Items. whether lllustraktl or not Shee[G-12. O Splash Ownerto seleUe See ...... f sNTW 11 Frea Standitq BathWb. Sea PlumbingOrewings. O
me 19 Provka min. one layer of Ste "gypsum board M 28 4" Diameter Pre6nishetl Metal Downspout to tlischar9e
Mr het hta antl details. tat lnterlw, cal atllusgble glass shelves. 3. usable untlsreide Matalre. CBC 1009.5.3. above gratle, ryp.
9 Reterto Plumbing drawings for flxtureschetlule. 10. AlIlMedar walls are Typa_U.N O. 4 Upper Cabinms. See CasewnMNOfes. 12 Wallrwunted Minor. 20 29 Dewrative McWlgttent Grill; See elevations.
O O O Closet rb arM 15'shaBabOVe. O
ADA ACcesaiMe kitchen sink will removable base WM Tankless Water Heater d. See Elecpical enginaefstlrewings for lighOng 1 1 . l i t ntadar doors ereTypa_tlimetusionetl will hinge aide
irrformadon antl requirements. lamb 4 "away from peryendicularwall U.NO. 5 1M215'wWe BreatlboaMS Par ACCessibili Notes 13 NMUSetl 21 Bult -in Desk 30 Air Hantllin 9 Unit Sae Mechanical Drewin .
cabinet below nreeYng all requirements of Section b O O O gs
11334.3. See plumbing enginee(s drawings for 5. Elemncal rewpbcles, switches, antl conhols sMUltl 12. All First Fbor Doors ro comply with figure 11gdG on Sheet Fxcaptlons at Section t13A.d.
fixture type. Faucmwnaols shall meet the not be locatetl Figher Man 48" measuretl hom the tap 6t.e. O Acceaeide Lavatory w8h removable base cabinet O Belwny 31 Not usetl
requirements M Section ........... el Gt.3. pf the recepucia box, and no lass Man 15" measured below, meetitg all requiremaMS M Section 11340..6. 14 Provide wntlnuous relMOrcJng In wall or Aaor at
hom Me bottom Mlle rece facie box. Flooring shall continue untlernealh. Fa—t controk allachmeM ktrations br W Wre grab -bar inaGllaOOn
Q � Range antl vem hootl O.F.C.I. See See Semian 11360. on 511eet G -13 toratltlidonel notes. meeting all requirements M Section 11350..3. See per Aaasaiblliy Nofea all CBC Fgure t,ASG on 23 Min. 42' high Guartlrell. See DeMils: 3OZ Roof Below
{3 mechanical tlrawing. PlPmdng Drawings. Sheet G-16.
fi. Install all Owner- previdetl applances. �j gccesslMe Floor - mounted Water Closer meeting all 24 Outline at Building above.
requirements M Section 11300..1. I—.— O Stacketl Waahx &Dryer, O.F C.I. with GS smity
Floor mountetl water closet dimensionetl with ], Tile at hacksplasN walnsw[in kitchens snail be . n antl @sin untlernaeM. Includes automatic
marline l8 "aweYfrom PerPentlkulerwall 1nsUlled over cemen0ous baNer units. Comply wM eight 64 "max. Water Closet wnVOlsabove Amr. wetshin9 mechitg water shuWAVaWe will leak O Outline of Kollar Balcony above.
u N.O. � see plumbing tlrewings. TCNA Assembly wzadc -11, will op8onal vapor reMrder s Ib. max. force M oPerete sea Sheef c -1
2. sac ImelliFlow. series A2c-M1
mambretre. Sea R'umdYq Drewings. O Etlge of soffit above. See Reflectetl Ceiling Plans.
o ea ExM1auat Venl DuM, min. b' diameter, b the
Lavatory. See plumbing drewinga. O Shower floortoletlrallns is ceipum6 n9 Drawirgs.lope 16 DNS e, equippetl with back -tlrah tlamPer
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oes<dpvpa
FLOOR PLANS - BUILDING B
I s
13' -53Id' 8' -3114" e
s I
-1 t12" 11' -1112' 0
0' -d 12' -
-31Id" 1
13'- 5316'I
I
5' -6' 3'- 11314' 4' -3114" 4
4' -P' S'- 3114'1 4' -10' 5' -912' 1
s' -4" 6' -412' 6' -9' 4
4'- 10112" 1
4' -3114" 5' -3314' e' -
-2" I
I
- -
-- - _ _I ------ - - - - -
-- ---- - - - - -- , G1_ - -- _
__ - - -
{/wok I
Rew. Resc. t
t-------- } - - - -m- -
Resc.
O R
Resc
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Res R
Res.
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C
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O� I
d
Ma.
C d
q1 I
Bedroom 3
3 Bedroom 3 q
Bedroom ]
]12, B
Bedroom2
- 0
Master Bedroom
0 M
2'9314' 1
Master Bedroom
I
c 5' -5 t /4" 4' -11" -
- - - - -
I -
- -z0 - -
-- -- I
I
o w
m
M M
Bath C
Clo i
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w
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_______ 11
U
4' -0• 0
5' -
I I 1
1912' 1
Bath
12' -1V' f
fi' -2' �
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a 5
- - -- p
Lrium
A -36
5 1
18= -
___ _____ -
- - - -- G
9' -
qJ 6
C ]' -fi 112" 1
1g'J 2
Ma. closet 3
31 N -� - N -
Ma. CIOS¢l
1' -512" T
T -a 1n^ 3
3 > I
--------- a
21 M
_____ 6'- 10314" 3' -512° 3
3 -91M _
-
N -
e' -ova'
- - - -
- - -
O N
Nr
B
Ai I
at r
r- 1
10 B
Bat I
Is-
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12 �
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gA M
ath 3
3
Ma. Bat Ma. Bath a
1z M
Master Bedroom O
O 1
1
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Master Bedroom _
114" A
_
Al 1
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'- 3114.
10' -5314"
I
Bedroom 2 e Bedroom 3 I
Bedroom 3 Bedroom 2
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n 3
1
Resc_ n
3 R
Resc. I
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a. I _
Resc. Resc. i
_______ S
____--- _
______
Resc. Resc.
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- -
- - /
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i � �
2. sac ImelliFlow. series A2c-M1
mambretre. Sea R'umdYq Drewings. O Etlge of soffit above. See Reflectetl Ceiling Plans.
o ea ExM1auat Venl DuM, min. b' diameter, b the
Lavatory. See plumbing drewinga. O Shower floortoletlrallns is ceipum6 n9 Drawirgs.lope 16 DNS e, equippetl with back -tlrah tlamPer
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FLOOR PLANS - BUILDING B
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A -2.2
Author Checker
oes<dpvpa
FLOOR PLANS - BUILDING B
2T -9" 21' -6" 21' -8" 21' -6' 21' -6"
2 -6" 19' -3' 3114" 21' -23K" 16' 4" 5' -2' 6' -2' 16' - -0" 8' -4" 13' -s" 2 - -T
3' -0112' 2'. -]12' 2' -712' 4' -10° 1-4' 1' -.1 5' -g1ib° ] 4" Y' -D" d' -1 t2' 2'- 103Id" 2' -]112" s' -31/4' Y -]tl2' 2' -11' 4' -21(2' i' -if' 4' -2112" 4- -112' 4' -o'
A 3A
L=jl--T
r r
I
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VI
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I
F2 Fz Fz a1 Al 1 - ' .1 Fz Fz Gz I' 1 e n
r - -
O O O 1 O O
r--- j — - _ — _ - - - - - - - -- -- - - - -- -
o A55
- - -- �q, i --
Bale
c
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0 o I
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f - -
Living Room
ry
' 6
a -D
m 1, 1
-- -- -- -- LWIng ROOM Living Room -- - - - _ J
-- - - - - - - - -
e — — — Living Room Living Room
--
I
I
c
-
-- -- - - -- Ir - - - - -- _ 1 -
j
, 1 i Living Room
r Aas
-
-0 4 9 d g 4
. s' s^ I � y I I 4 fi p
2'- 6- T, I 14 i � D 2'
I
-
sO -- I - -- -- 1 ��- -- - - - - -�`
A -3 - - IIIrIII IIIIII III IIII
A-36 .5 2 == -- __ I ___ ❑ L�f ? 3
w
n �
n
safr_© '- -- - -_ _ _ - - - - - -- sofa. Sara - - - - - -I
I —� Dining � Dining
IPo
Polwder 1 11 I oiI I I ,
Dining I 9 I` � �1 - — i �I Dining Dlning I` J J_ JI
I am
I�
I I 6 -s31a
IN Ifs Q F�9 �a
I C, ( - - 11
FH _ _ _ _ _ _ _ _ _ _ _ _ ® __ ___ Kitchen
!1 Kitchen 4 UU 1 Im UU N
I rc I
m
Kitchen -- - Kitchen Kitchen -- -- o Kitchen __
8' -fi' 4' -8114'
--
- - - -- J -D31d'
in
I -afe.O \d 15_: �I wM - � WM �i 16 a A -3.8 oeafe
I I
I +
I
En EQ -]t2' ED EO EO En -112" -11 EO EQ
4' -4" 12P-4' d' -1" 15'- 1l2' S'- 11112" d' -1' 1 -4" 4 - -1' 4' -1" 1 -4° d' -1" 15' -fi 12" 4--l'
1st Floor Buildinq C
U 1/4" -1-;
' "
1—I N
LEGEND
F ,
30' x48 "Clear Floor Space for ecceasible
OPOr bell, mountetl 48 "maximum AFF antl
PLAN GENERAL NOTES
1. Reterloacce- b,ltyaheats(G -1.0b 01.6)fw
a ilia al walkln Omar wet areas lndalletlpvercamenibus
FLOOR PLAN KEYNOTES
O1 Rahi9- 1O.-A. 36W, -,, —Depth
O
Frameless tempered Glass Shower Enclosureldoors,
1]
Tankless water M1eater antl expansion tank. See
O ROOF DrainlOVerAow Dmin. See Plumbng
L
appliances 80E—S See Sllaat D-1.4.
❑O aonnedatl to permanent wiring.
addil -1 int —tpn 8 requirements.
2. I—' all baMrown accessories: towel bars, robe
backer unita.InalallaXon shell contour M TCNA Assembly
B41S11.
2 OlsM1wasM1er O.F.C.I.
BaMWb. Bee PlumM'ip Omwings.
Plumhing Drewings.
Interior Stair. See Sheet A -9.8 for stair antl hantlreil
d ila.
Drewings. Provide inshllat'mn sobmlXel under
Se- 0]5423 (Roofing) forgrchltecCS review.
Overflow Drams shall tlisUar ge above grade.
Recassatl matlicine cabinet: (cabinet item)
cabinet door wiM mbror, prar0ishad pmn etl
moo�ks, TP dispensers, sM1elves antl oMer
Ilaneous Xems,wMMerlllusValetl or not
9. Provided... signal dev'wcs per S—,, 1132A.10 on
SM1ee1G -12.
Base Cabinet antl SOIid- surface Cabinet Top wiM The
O
O
Free Scantling BaMMb. Sea Plumbing Omwirga.
Provide min. one layer of 518 "gypsum boartl at
Prefinishe ea ownspoo o i—,ga
28 tl M 1 D 11 tl
4" Diameter
SoRdetl Ceiling. See fta6ackd Geilrg Plans
far hat his antl tlalails.
9 I
metal Interlw. wl adlustible Glass shelves.
3.
Referto Plgmbin8 tlrawings for fixture schedule.
1 0 All lntadar walls are Tyye_U.N.O.
3plesM1. Ownerto select. See Casework Notes.
4 Upper Cabinets. See Gasework Notes.
O
12
O
Wall - mounted Mlrtor.
20
O
usable untlereitle of ataire. CBC 1009.5.3.
closet and and ls°anerc adpva.
abovegratl Np
DecoraBVe Metal octant GNII; Bee elevatlons.
0
ADA Accessible kitcM1en sink wXM1 removable base
below Sedign
0 anklesa Water Heater
4. See ElecMCal anpineafstlmwiliga for lighting
and requirements.
11. Ali ere Type _tlimensionetl wiM flings sitle
Iam64 "eweY from peryendicularwall U.N.O.
5 101215'rvWe BreatlbeaMS Per ACCessibili Notes
O N
13
O
NW USeO
21
O
Built -in Dash
O Air HelMling Unit. See MechanicalDmwings.
®IMormatlon
cabinet meeting all requirements of
11330.3. SeF plumbing engineers tlrewings fw
S Eleddwl receptides, —has, and controls should
12, Ni Flmt Fbor Doors to comply w5M figure 11-- Sheet
Excaptlons at Sedlon 113A.4.
fixNre type. aucel wnonls shall meet Me
requirements of Section 1133A.6 See Sheet G1.3.
not be lora[etl higher(M1an 48" measuretl hom Me tap
Me box, lase than 15"
G 1.6.
O Aaeazide Lavatory.. removable base cabinet
below, Section 1134A.8:
14
Provitla contMUOUS relnforoing In wall or 8por at
O
Balcony
31 NM usetl
®
Range and vam h O,F.C.I. See
of reveptida and no measuretl
tram the bottom of Me recaptide box.
See Section 1136A on slrea[ G -13 far etltlidpnel notes.
meeting all mquirements of
Floodngsh 11— bnueundem— Fauc0cmtrP6
—Og all regol —v 0l Section 1133A 3. See
adachmenl lDCatiena forNWre grebbar inatilla8an
per Acceasibllily Notes antl CDC Figure 11A -9G on
Shoat G-16.
23
Min. 42' high Guardall. See Details:
O Roof Below
CJ
mechaniwltlmwing.
r.
pfOw
6. Install all Owner- Oetl applances.
mb�ng Omwxngs
O Accessible Floor - mounted Water Closer meHirg all
O
Stacked Washer &Dryer, O.F C.I. with GS Smitty
24
Outline of BUlltling above.
Floor mountetl water closet dimensioned wiM
u nlerllne l8 "away hom pemendlcuWr wall
tlrewings.
], 1-11 baGSplasM1l wainsco[in kitcM1ans s—ply
Instilled over cemenlioua baderuniis. Coro ly with
D
TCNA assembly W244C
regm -47n MSedion1134A.]- 15'min. seat
eight 4a "max.Waler Closal conVOlsabove fiom.
5 M. max. force b operate See Sheet G -f.2.
Pan antl tlrein untlarneaM. Indudea automatic
s o mac g waters
wahi hh hu�eValveW leak
IMeIIIFIOw, A2C-M1
25
OWGne of ROOFor Balcony above.
.N.O. ;see plumbing
-11, wiM oDNOnaI vapor ratiNer
mambmne.
Bea PlumGrq Drewings.
ifi.
s . series
MMe
O
Ed fso(fit above. See ReHectad Coiling Plans.
geo
�/
Levelory.9ae plumbidgtlrewinpe.
O sFlgwor wBh the wells M ceiling aria rileflWr, sbpe
shower noor io cram, see mum6iag Dmw;r�s.
.-id., equippednMh back -tlrah tlamperr
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16 -02
A -2.3 Dat•
Drawn By 1-1—d
Author Checker
D —flo.n
FLOOR PLANS - BUILDING C
- ails■ � Ilt�l .. —� — r���lrl Ir�r — — — — — _— —
"s
it
I's
sp
Bedroom
IID•�B ", I.,II f I I. r j
®IIICIiII OW
11 11
m II 51 III
��■� -- II
00
. II�II� � II�II • '� .— — JI�II � II�II
Ili hill — hill - hill � hill � iiil
,ill hill ,] i�l lit hill hill II
I II hill II dill
ME
hill
III Bill III hill hill fll�t `"R'n , ,
lit` � III lit �I . III lit III �;; I jitl
III lit et loll lit lit III it ` %���I�i
Ma. clo"t
_ lit III IiI Ilil III it = -
-
0I'
- - s iF it � ill�m �
' "' i
6 6114' 3 5114' 3' -3' Y -11" � 5' -4314'
.O tP -3314• 3112" 1T -10"
Bedroom 2 Bedroom 3
Bedroom 3 Y Bedroom 2
4 N Resc. II AI
w
e n
Resc
Resc. Rex. Rex.
. !
{� ® ------------ �} ------ - - - - -- - - - -- --
3114' 3114'
9' -3114" 2' -T 2' -8314' 8' -2' T -]314' S' -9316" 9' -4' 9' -2114"
21•-6• 16-1"
L
n 2nd Floor- " Building C
1/4" I1' -0
--- N
LEGEND
r ,
L J
30'x48 "Clear Floors ca for accasaible
epplianw & (Mures. See Sheet G -f:4.
Door bellm rated 48 "maximum AFF antl
] connx etl to permanent wldng.
PLAN GENERAL NOTES
1. Re/er Yoaccessib.ry— ts(- 0WG1c)W
tltlNOnal mformahon 8 requirements.
2. Install sll baNroem acceasoriea: towel ban, robe
g. walls In MherwM areas lnstalletl over cementiws
hacker units -
B 15 11 . Insu lahon snail on orm ro TCNA As �mbly
FLOOR
O RefrcIYt,r O,F.01. 36'WSbnb1 —ilh
O Dis—her O.F.C.I.
U
1D
Frameless temperetl glass Shaxer Enclosureltloors.
B—b. Sae Plumbing Drawings.
O
18
Tankless water M1eater and expanabn lank .See
Plumbing Ore rags.
Interior Stair. bee Sheaf A- 9.6forst -ndh -drill
tletails.
2O] Roof DrainlOVeM—Drain.See Plumbing
Drawings. P o de insMlletign submi6al antler
Section 0]5423 (Rpofirg)firArchl @cYS review.
Werflow Drains shall tliscM1arge above gratle.
— —
4
O
SoRitetl Ceiling. gee ReflecRO Ceiling Plans
for heigMS and details.
pOA ACCeaslMe kltcM1en sink witll remOVablebase
cabiwY below meetln9 ell requirements of Section
1133A3. gee plumbing engmea(s drawings tar
fizlure I. Faucet controls shall meet Me
requirements If Secfion 11330.8 See SM1eeY G -1 3:
9a an
Ran d vent M1gotl O.F.C.I. Sae
mechanical drawing.
Floor mount8 —y r It dlmenslDned witM1
ceMedine lg "ewayfrom perpendlcvlerwell
0 NO,; s umbin dra+Nn .
cepl g gs
Lavatory. See plumbinB drawirga.
Recessed medicine cabinet: (cabinet item)
cebirwY door wilM1 minor .prefinisM1ed painted
meYalirderbr ,wladjustableglessshelves.
WM Tankless WaterHwter
books, TP dispenser., sM1elves end —r
rt�i scelleneous items. wheNer illustrated or not
3.
R�terb Plumbingdmwingsforf Ml1I -d�le.
4 See Elr—r engineer's drawings for llHntlng
inbrtnadon and requinmeMa.
5. r.i b l receptacles, switches, antl controls s I ttl
not be lowtetl higher Yhan 4g "measuretl from the YOp
of the recepttacle box, antl no less than 15" measured
See SeMbon Y 136A on Snee GI13 (Or additional notes.
8. Install ell Owner- previdetl epplancee.
]. Tile M backsplasN walnscet in ki u-. shall be
msblled over cemen5ous backer uni6. COmpN wilM1
TCNA --bl W244C -11, wt, Optlonal va
mambnw. y Por retYrder
Bedfoom 2 Bed,
oom 3
I. 1
Free Standirg Bathtub. See Plumbing D2wln gs,
Walhrrquntetl Mlrtor.
Not used
Pmvitle wMinuous reinforcing in wall orflooral
at grab -bar Installation
tacnmentlM2dOns for future
Notes antl CBC F19un ttA -9G on
Per. G-1 15.
SbaeY G1 6.
SESCketl Washer 6 Dryer, O.F.C.I. w4M1 GS SmMy
Pan and drain underneath. Indudes eMOmatk
welshing meching water .--hl-
xrinte111Flow, xnea P2C -M1
or�er Exhauai VeM DUM, min.4 "tliameter, YO1M1e
u Itle, equllMetl w6h back -tlraft tlamper
Beciroo"' 3
Bedroom 2
I
i
i
P1
Resc.
Resc.
Resc.
� �
----
i
- - - -{� —
�
— �}
8' -1 3114
4 "- 111/2' S' -3' S' -5114'
2' -8314'
2' -]'
3114"
—1 .-
L
I
I
1 1ST. -1"
1
A g.4
6 6114' 3 5114' 3' -3' Y -11" � 5' -4314'
.O tP -3314• 3112" 1T -10"
Bedroom 2 Bedroom 3
Bedroom 3 Y Bedroom 2
4 N Resc. II AI
w
e n
Resc
Resc. Rex. Rex.
. !
{� ® ------------ �} ------ - - - - -- - - - -- --
3114' 3114'
9' -3114" 2' -T 2' -8314' 8' -2' T -]314' S' -9316" 9' -4' 9' -2114"
21•-6• 16-1"
L
n 2nd Floor- " Building C
1/4" I1' -0
--- N
LEGEND
r ,
L J
30'x48 "Clear Floors ca for accasaible
epplianw & (Mures. See Sheet G -f:4.
Door bellm rated 48 "maximum AFF antl
] connx etl to permanent wldng.
PLAN GENERAL NOTES
1. Re/er Yoaccessib.ry— ts(- 0WG1c)W
tltlNOnal mformahon 8 requirements.
2. Install sll baNroem acceasoriea: towel ban, robe
g. walls In MherwM areas lnstalletl over cementiws
hacker units -
B 15 11 . Insu lahon snail on orm ro TCNA As �mbly
FLOOR
O RefrcIYt,r O,F.01. 36'WSbnb1 —ilh
O Dis—her O.F.C.I.
U
1D
Frameless temperetl glass Shaxer Enclosureltloors.
B—b. Sae Plumbing Drawings.
O
18
Tankless water M1eater and expanabn lank .See
Plumbing Ore rags.
Interior Stair. bee Sheaf A- 9.6forst -ndh -drill
tletails.
2O] Roof DrainlOVeM—Drain.See Plumbing
Drawings. P o de insMlletign submi6al antler
Section 0]5423 (Rpofirg)firArchl @cYS review.
Werflow Drains shall tliscM1arge above gratle.
— —
4
O
SoRitetl Ceiling. gee ReflecRO Ceiling Plans
for heigMS and details.
pOA ACCeaslMe kltcM1en sink witll remOVablebase
cabiwY below meetln9 ell requirements of Section
1133A3. gee plumbing engmea(s drawings tar
fizlure I. Faucet controls shall meet Me
requirements If Secfion 11330.8 See SM1eeY G -1 3:
9a an
Ran d vent M1gotl O.F.C.I. Sae
mechanical drawing.
Floor mount8 —y r It dlmenslDned witM1
ceMedine lg "ewayfrom perpendlcvlerwell
0 NO,; s umbin dra+Nn .
cepl g gs
Lavatory. See plumbinB drawirga.
Recessed medicine cabinet: (cabinet item)
cebirwY door wilM1 minor .prefinisM1ed painted
meYalirderbr ,wladjustableglessshelves.
WM Tankless WaterHwter
books, TP dispenser., sM1elves end —r
rt�i scelleneous items. wheNer illustrated or not
3.
R�terb Plumbingdmwingsforf Ml1I -d�le.
4 See Elr—r engineer's drawings for llHntlng
inbrtnadon and requinmeMa.
5. r.i b l receptacles, switches, antl controls s I ttl
not be lowtetl higher Yhan 4g "measuretl from the YOp
of the recepttacle box, antl no less than 15" measured
See SeMbon Y 136A on Snee GI13 (Or additional notes.
8. Install ell Owner- previdetl epplancee.
]. Tile M backsplasN walnscet in ki u-. shall be
msblled over cemen5ous backer uni6. COmpN wilM1
TCNA --bl W244C -11, wt, Optlonal va
mambnw. y Por retYrder
9. Provide door signal tlevicas pe-S.-1132A.10 on
Sheet G -12.
10, AIIInMdorwallsare Type_ UNO.
11. All lntedar down are Type_tllmenalonetl with M1inge side
lamb 4 "away from pemendiculerwall U.N.O.
12. All First Fbgr Doon b comply wiU figure 11A -8C an SM1eeY
G -1.6.
O Base Cabi —nd Solid - surface Cabinet TOp Wth Tile
3
Splash. Ownerto xlect. Sae Casework Notes.
O Upper Cabinets See Casework NDfes.
5 iof215 "wide Breatlboards Accessibilit Notes
O par Y
Exceptions a1 Secion 113A.4.
O6 Accessible Lavaory w6n removable nose whiner
ga equiremeMeo
below, meetin II r f Secion I134A.8.
Flooring.11Iq ur.— under -im Faucet, S.
meeYin9 all requirements of Section 11330.3. Sae
Plumbin Orewin
9 Hs.
T Accassibla Fbw -m-I1 Water Closet meaYirq ell
O r uiremen6 of Secfion 11340.]. 15" min.
S�b h�.44 "max. Water CbseY wrnrds above boor.
51 - max. force to operele See Sheaf G -12.
umbingDrewfngs.
O th—r fiou hMledfe^I. SeIPlumbing Dnwfrgs bps
11
O
O
13
O
14
15
O
Free Standirg Bathtub. See Plumbing D2wln gs,
Walhrrquntetl Mlrtor.
Not used
Pmvitle wMinuous reinforcing in wall orflooral
at grab -bar Installation
tacnmentlM2dOns for future
Notes antl CBC F19un ttA -9G on
Per. G-1 15.
SbaeY G1 6.
SESCketl Washer 6 Dryer, O.F.C.I. w4M1 GS SmMy
Pan and drain underneath. Indudes eMOmatk
welshing meching water .--hl-
xrinte111Flow, xnea P2C -M1
or�er Exhauai VeM DUM, min.4 "tliameter, YO1M1e
u Itle, equllMetl w6h back -tlraft tlamper
19
O
O
1
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O
23
2d
O
2fi
ovltle min. one la erM5l8 "BgCypsum board al
Pr Y
usableundenitle of stain. C009,5.3.
Closet rod antl 16'sM1ettabove.
BuilFin Desk
Belwny
Mtn. 42' hgh Guardrail. See DMails:
OMline Of Building above.
Outline of ROMDf Belwny above.
Edge of xtfil above. See Reflectetl Ceiling Plans.
O 4 "Diameter PrefinisM1ed Metal DOwnspoM to tliscM1arge
above g—a Np.
29 Deroradve Metal Accent Grill: See elevations.
30 Air Handlln Unit See Mechankel Onwin
O g gs
3O1 Not uxd
32 Roof Below
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16 -02
A -2.4 Date
Drawn By —.I.
Author Checker
Demo..
FLOOR PLANS - BUILDING C
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16 -02
A -2.5
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ROOF PLANS - BUILDING A & B
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16 -02
A -2.6
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ROOF PLANS - BUILDING C
1 2 3
3Y -z' 10'_Y^
T�Tilr— r�Ti - -� —� T�Tilr— r�Ti�r— rlTi�r— rl��r —r�Til T�Tilr— rlTi�r rlT— i�r— r�Ti�r— r�Ti�r— rlTilr— r�r��r— r�Ti�r— r�'Ti�r�l I��r— rl'ii�r —ref
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- III —III— E�epapre
r.9 TRASH ENCLOSURE a1
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—III — III -1I F UNIT2 SHARED DRIVEWAY
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GARAGE PLANS
5 fi
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GARAGE PLANS
8 9 10 11 12 13 14
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GARAGE PLANS
1 T-1 HEIGHT LIMIT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i - _ _ _ _ _ _ _ _ _ _ - . A _ - - - 1 of Roof
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Second Floor
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it 488• -8"
HIGHEBT CURB - - - - - ,_•�_�." _ �_.��.� i-- �.��. -�f Fast FOOr
ELEVATION - - - - - - - + - - - - - - - - -- - - - - - - - - 477' 8° V
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
- -�` -- -- - - - - - - - - -- ------ - - -Y -~ 6`a-0
n Elevation -East
30' -0 "HEIGHT LIMIT - _� _ - T-- Top of Roof Is
I 505' S
■ � � 498' - 2"
_ - Second Floor
RICHEST CURB Firsl Fla or n
ELEVATION M]5.88 - - y - - - - e - - 477 8"
f
n Elevation - North
1/16" = 1' -0"
30'- 0- HEIGHT LIMIT 'h� _ -
HIGHEST CURB _ _ _ _ _ _ _ _ _
ELEVATION.475.Be I
rl Elevation -South
14 T4- 30'- 0 "HEIGHr LIMIT _ _ _ i_ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _
-
HIGHEST CURB
ELEVATION a4 ".. m
- -- _ - - - - - - - - - - - --
r} Elevation - Wesl
v1s ° =r -o"
M I'oP505
Seco488 -11 1 nd
First Floor
477 8"
iA _____ _ o of ROOF Second Floor �A _
488' - 8"
First Floor /y
417--IT " V
Gare_ge_
466' -8" &
/mil South Elevation in Content coP ant m %a,aea xl exa�o
ns ga ere "a GOp0le Maps allgnetl toa l/16 " =1' -0 "scaled site. EI ns gaU�eretl vla
U 1/16 " =1' -0" wlneowa, nooGmpl�S ear vlaw and aignee to nwcnedcounga'e Ma�comyex�eievlasi onsidoore,
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EXTERIOR ELEVATIONS -
OVERALL
3 2
I I
F
I
uildin
n Bg A - West Elevation
• ®N
Alk AL
1
_ To of R —oof �
I
Top Plate
497'
V
t r a.]A Second Floor n
h.
_ First Floor
UP78
I
3 6
n Building A - North Elevation
I
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was
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I
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�} Building A- East Elevation
Q
r1 Building A - South Elevation
3 1/4 "= 1' 0"
Garage gl:,
488' -8" V
505'- 5"
_ T%9Plate
497' 8"
Second F�loor��
First FI_ our n
477' 8'
I
OFinisA:
20130 Santl F ntisM1
Color: X -1fi SiNerGrey (Inte6ratetl)
O
VF— P,e t,rre
FrnrsM1. Pissed. Smppth FinisM1
Coloi: Ginger (Ireegmtetl)
O
E le CCRRC -AppHW Cool Roof
Styr,: Caplstmno S
-Shape
CWOr Santa Cmzelentl#BG02
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Motlel: Premium Vinyl Casement
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Color: .—Fl— Flbarglass
Features: All- Panel, Dark Paling Decorative
/1
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RaofEm w /Inrpreted Pluminum
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stria: Aluminum Pre- nM :M1ea
Color: DE6]]8-Jet
O
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Color: DE637e Jel
OPpSte:
T—r�l3oaom antl Batten
Cobr: Mocha F,,ml
O
Dwmali%tCOlumns
Color: - 66iNerGrey (Integmtetll
10
Decwalive MNel —GdII
Color: DE6378 -Jet
tt
Deome. Gable Vents
Flnlsh Pip
12
w. Chl ry Cap
Fns 1m
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Style: Danbury Collection S8
Fin/sh: Black
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18 -02
A -3.1 Date
Drawn By Rwlewetl
Author Checker
D.dpfipn
EXTERIOR ELEVATIONS -
BUILDING A
n Building B - East Elevation
Co
n Building B - west Elevation
va° = r -o"
IA -0.2
I
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7
IIIIIIIIINIIIIIIIIIIImmmuu
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497' -8° �1
A
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477' - 8" 1
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La Habra Enerior Plaster
Finish: 2— Sana Finish
Gobi X 16 5iler Gtay (- gated)
O
Ventura Cast Stone
maM Finish
Color. Ginger (Integrabd)
O
Eagle —C- Applied Cael Rao1
Style: Capi.t - S -shape
Color: Santa Cruz Bland 88402
O
Jalawart w9rtaowsaoe.a
Model'. Premium NnN Casement
Calor: Bronze
Nales: Min. 2 "recess hom finisF face arwsll
O
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style: Aurora .. C Custom Fibaglass
Color Mahe FlnisM1
Featares: All - Panel. Derk Patna DecoaOVe
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°Finish: Terracotta -LaP
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style: oandury C.1 collecum 5vg86
Finch: Black
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TYLER GONT.ALEZ ARG+UTEC 005, INC
Pas6 6 396.9599161
www TGArcFitects.nat
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16-02
A -3.2 °ate
Dawn By R.Newetl
Author Checker
Dasedpgan
EXTERIOR ELEVATIONS -
BUILDING B
I I
I I
I I �
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I
1 Buildin B - North Elevation
A -0.0
L
12
Ro�
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1— Floor
8"
I I I I
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/1
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1/4" ; 1'-0"
O
fa Habn Ealermr Plaster
Finish: 2N30 Sand Finish
I
— —
— — Top of Roof n
505' - 5" V
Corot: X- 16sil— G2y( -gMeb)
Oveawna
_
Roof
498' - 2"
Eagle CCRRGApplletl Leal Roof
Style: CePlafieno S -SM1ape
Color: Santa Cruz Blana k8402
Second Fl gorr
i
fdorlef Premi— um . M.N Casement
Color: Bronze
Nahs: Mln. 2'recesa from finiaM1 face
_
First Flo.,
Ro�
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1— Floor
8"
I I I I
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1/4" ; 1'-0"
O
fa Habn Ealermr Plaster
Finish: 2N30 Sand Finish
Corot: X- 16sil— G2y( -gMeb)
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Color Ginger(InleBra�etl)
O
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Style: CePlafieno S -SM1ape
Color: Santa Cruz Blana k8402
O
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Color: Bronze
Nahs: Mln. 2'recesa from finiaM1 face
of wall
O
JNtl -Wan Exterior
Style: Aumre Custo- m Fiberglass
Color. MacM1e Finish
Features: All- Panel. DeM Patna DecoaBVe
O
Accenk
Roof Eave wllntegMetl Aluminum
GutNrm a ou[
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Style: s
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O
PolyuMh —Sh.M.
Style: Timber Boats en0 Bafien
Color: M- Finish
O
Oxen wCelumns
Color.tlX -16 Silver Gay (Integrated)
10
D awe metal Acx.n. Grin
cnmr:
oES3]e -Jet
11
DecaMlve Gable Vents
Finish: Tertacotta Plpea
12
Decea6ve enlmney Lap
Finish. Tertacoea
10
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Style: Danbury CollecXon 5YO88
FIni.W: Black
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TYLER G9NZALEZ ARGHRECTS, INC
Pas6 6 396.9599101
www —hitec[s.net
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16-02
A -3.3 Date
Dawn By Revlewetl
Author Checker
D.dpfian
EXTERIOR ELEVATIONS -
BUILDING B
7. ]OP50f R050f
' �uiIII���������Yltltltl% NIII��IIIBIIIIIIIINBIIIh„ ��� s
ME A �E em '� - oe� 11 Ism
-- -- - -- -- -- -- -- - -- -- --
MINN MMMM
m m m mmmm MONO MINN MOWN
m7mmmmmm it IMENIM WIN mm MINE mm mmm I mm IMEN
I
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14
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coo
■
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as ■■ 1a■ go ■■ 0 �■ ��■ Mom
■'■ C�■ ■ ■ ■ ■1 ■■■ 111 111 ® ■ ■
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16 -02
A -3.4 Date
Drawn By 1-1—a
Author Checker
D.dpDOn
EXTERIOR ELEVATIONS -
BUILDING C
ELEVATION
la Rabe Ealedor Plaster
KEYNOTES
O
Oecomtive Metal Balconies antl Ra{ling
O
Flaish: Santo BarbaraM lion Flnis
tor: X- t65ilver Gray llnlegmlatl)
Coror DE63ye J t
2
ast stare
P11yurelM1ane sM1Uaas
Flnfsh� Pro--L S..Mh h
Gingx(lntegrated)
Style: Tlmber Board and BaRen
Cobr. Mwla Finish
3
Eegb CLRRGApplied Lool Root
g
Oewradva Columns
sryla: capiavarw s -snaps
color: samac�elana nadaz
cpror: x -ts simerGrer (mcegreced)
O
Jeltl Wen Wlnaows
10
Oworativa Metal Accent trill
cpror DssaTa -Jet
y as
Model: P _
Q
C_ M.
Jela -Wan Exfeaw o0o8
DaPpmure Gable ve.rM
rewa Pipes
Style: —Ml—
C_ Finish
Features: A14Panel, Dark Patina Decorative
AaenS
12
DewmYre Chimney Cap
Finish: Terracotta
ORoof
Bare wllMaaraletl Aluminum
19
Sp.MW Wall sconce 6 Unit Number, Typ.
0 "a6 "GUtkr B Downspout
Styro'. Aluminum Pre- linisM1ed
Color: oe6aie -Jai
Finish:
Goror:
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16 -02
A -3.4 Date
Drawn By 1-1—a
Author Checker
D.dpDOn
EXTERIOR ELEVATIONS -
BUILDING C
n
n
n
To� of Roof n
505' -5" V
TopR—L
Pla.te
49f: 8"
Second Floor 1
RrstFloo77 r n
4' -8" V
I
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m I
/2 Building C - South Elevation
114" = 1 - -0"
12 3 1 4
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497' - 8"
First Floor
477' - 8"
O a Nabra Exlenor Plaster
LFinish: 20130 Santl FlnisM1
corer: x -,s silercay U6te9mh
O vmnfuraem smne
sh' Precast Smooth F n sh
Ceror G "nger (Integrabtl)
Eagle CCRRCApplletl Ceol Roof
Sfyk c.pi n6 8-s P.
Coroc Sanfe Cmz gland kd662
0 Jeiawan w6naowsaowre
naedar. Preml6m v(nN Casement
colt: Bronze
Nales: Min. 2 "rewss from finish
O JN6Wan Exfetlor DOOR
Sfvle: ... C-.. Flbero-
H,
O Oerore6ve 61efzl Balwnles antl Balling
Calar: DE6378-Jet
O Polrirethane SM1Were
Style'. Timbero— end Bellen
Color. MocM1a Finish
OCC— X -,6 SG .r Groy(Integrated)
10 Cco(ooES3ie -Jai mDmi
OCFlnsh�w•TeChi Pipes
12 CFin ah: Terrewtte yLap
1J Maxim WalFMwnktl SCence
style: Danbury L•Ilecgw 5V686
Finch: Black
L _
TYLER C2NTJMLEZAHGHRECTS, INC
Pas6 6 396.9599161
www —hit.cte.n.
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16 -02
A -3.5 Dat.
Drawn By Revlewetl
Author Checker
D.dpVOn
EXTERIOR ELEVATIONS -
BUILDING C
I I
I I
. _ Top of Roof
805'
..........
Roof
498'- 2"
Master Bedroom Bath 2
Second Floor _Al-,,
Living Room Powder en
- - _ FirsWo�o_r
477' - 8" 11
I
Shared Driveway -
O �I
466' - 8"
/T Section i - Building A
I I AA.2 I � AA.2 1
I
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Ma. Closet Ma. Closet
I I I
Second Floor n
468' -8"
I I I
i
Inin - Dining Dining
L
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II I I
Shared Drwway b
III
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6�
2 Section2-BUiidingB
1/4' = 1' -0"
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18 -02
A -4.0
Dr.-9y aw—d
Author Checker
D. no..
SECTIONS
[J--l-
I
n Secdon 3 - Building C
1 Section 4- Vehicular Ram
1
I I T
— — — — — — — — — — -
I I I
I ..
19.9%
IN m
T, of Roof n
505' - 55"
Roof �
Sccand Floo.
488' 8"
First Flop_ r_��.
477'-8^ V
Gamge n
466' - 8" V
First Floor
477 6"
6 ge n
4666' - 8" V
TYLER pcLNTRLEZ "I INC
Pas9699 9599191
www TGArcFitec[s.net
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SECTIONS
10
11
12
13
14
I
I
I
I 1
I
I
1 Section 4- Vehicular Ram
1
I I T
— — — — — — — — — — -
I I I
I ..
19.9%
IN m
T, of Roof n
505' - 55"
Roof �
Sccand Floo.
488' 8"
First Flop_ r_��.
477'-8^ V
Gamge n
466' - 8" V
First Floor
477 6"
6 ge n
4666' - 8" V
TYLER pcLNTRLEZ "I INC
Pas9699 9599191
www TGArcFitec[s.net
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SECTIONS
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n Section 1. 5 - Building B
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I I
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-
-� - -- - - - -�- - - -�
I - - - - I I
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n Section 6 _-,Building B
R.f
To Plat.te
497' 8"
First Flaar
47T 8" V
_ _Gare �e ���
466' - 8" 1
_ Roof
First Floor n
477' - 8" l
Gare�e
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SECTIONS
Detail @ Window, Sill .18" Step 3" = V -0" I 5 1 Detail @ Window, Typ. Jamb 3" = 1' -0" I 2
Detail @ Window, Sill w/ 2" Water Table
3" = V -0" 4 Detail @ Window, Typ. Sill
3" = 1' -0"
WINDOW SCHEDULE
ill Wlntlax Witlth•
EG E0 E(1 EG Ep EG
ry
181€5193
] 1/2'
A^
A
F�4B
54
Casement
3I A4.a
2 /A <o
1114.0
A2
2' -0"
3' -6"
1
Casement
sIA -B..
i/.;
4I A4.0
BI
u
5' -0"
16
Casement
-- -
r III '
+
SIB'TypeX Gypsum
WellbpeN eppl ad et
1114.0
B2
2' -0"
spl, -]IB' Cement Pe'R'
from (M1e lace
8
Casement
0 o
Q 0
Q
II gi111I
E�, III
halls -ghtangles tp
sWtls wlN l- 1l4'tlrywall
shrew :e -o.a.
5' -0"
29
-�
Imeasuretl of sheathing)
metal lags. Plaster mix 1A ror
rowmeoatia am. wncoax
a at•mt1
21-0
11".
C2
4' -01/4"
5' -0"
' I n
Casement
31".a
I"
41"1
b
4' -01/4"
5' -0"
4
Casement
3 1A4.0
2 1 A4A
Rq9 soft 1nau1-n
D1
6' - 0 1/2"
5' - 0"
Liquie -e a mwsture Farrar
pp0e
Casement/Fixed
3 I A-
z /14.0
1 I A4.o
D2
1 -12' Hatt+ountl Wrought Iron Folio
- --
Par Taa 24, Trp.
1
Casement/Fixed
3 I A4.0
Ystem'. Dupont Tyrek 11uitl-
Applietl we or app-ld equal.
_
D3
6' - 0 1/2"
5' - 0"
2
1 "WrcugM Iran Feneing
I I
Wtl. Pants
3 I A4.0
z / -.a
s I h0.0
E
Wd. Sh- mg
-
8
Casement/Fixed
3 I A4.0
z I A4.o
I
Wrou Mlron Bhugar Gi agachedbwall
g P
F1
2'- 0"
i��.
is
3
Wtl. Heatler rSWCt.
P¢
-
3
z l -a
1 1 A4.o
F2
2' - 0"
,I
I
Il
I ,
23
Casement/F11
3 I -.0
2 114.0
4 I asn
GI
4' -01/4"
8' -0"
6
Casement
3114.0
I Il ii ll '
1'14.0
G2
4'- 01/4"
6' -0"
2
Casement
sIA4.a
211 .
4/A -0.0
H
6'- 01/2"
it li l�Ii it
� I i Ui�i II i
Cool. SealerB Backer Rotl
Casement/Fixed
3 I A4.0
2 118.0
4 114.0
Plaster J- Casitp
m
II Ii il�i it
specttretl D.-l- Flashing
n
II I i,I
Wlntlow J-1, ae yone
$y.em wl Mp Edge
Cent Seeler3 Backer ROtl
Bp rld Wintlow Bys'tam
-
310"
-Full Wntlow WM wfien appllad asWe a single 11. wntlow
Detail @ Window Shutters
111=11-o"
Detail @ Window, Typ. Head
3" = 1' -0" 3
Detail @ Window, Sill .18" Step 3" = V -0" I 5 1 Detail @ Window, Typ. Jamb 3" = 1' -0" I 2
Detail @ Window, Sill w/ 2" Water Table
3" = V -0" 4 Detail @ Window, Typ. Sill
3" = 1' -0"
WINDOW SCHEDULE
Type Mark I Width I Height Count Sash Operation Head Jamb Sill
At
2' -0"
T -6"
54
Casement
3I A4.a
2 /A <o
1114.0
A2
2' -0"
3' -6"
1
Casement
sIA -B..
i/.;
4I A4.0
BI
2' -0"
5' -0"
16
Casement
311 0
21-
1114.0
B2
2' -0"
5' -0"
8
Casement
31-0
21-0
41 A4A
C1
4' -01/4"
5' -0"
29
Casement
31"0
21-0
11".
C2
4' -01/4"
5' -0"
1
Casement
31".a
21"0
41"1
C3
4' -01/4"
5' -0"
4
Casement
3 1A4.0
2 1 A4A
5 1".a
D1
6' - 0 1/2"
5' - 0"
5
Casement/Fixed
3 I A-
z /14.0
1 I A4.o
D2
6' - 0 112"
5' - 0"
1
Casement/Fixed
3 I A4.0
z / 14.0
4 I A4.o
D3
6' - 0 1/2"
5' - 0"
2
Casement/Fixed
3 I A4.0
z / -.a
s I h0.0
E
2' - 0"
4' - 9"
8
Casement/Fixed
3 I A4.0
z I A4.o
1 1 ".o
F1
2'- 0"
6'- 3"
3
Casement/Fixed
3 I A4.0
z l -a
1 1 A4.o
F2
2' - 0"
23
Casement/F11
3 I -.0
2 114.0
4 I asn
GI
4' -01/4"
8' -0"
6
Casement
3114.0
2/14.0
1'14.0
G2
4'- 01/4"
6' -0"
2
Casement
sIA4.a
211 .
4/A -0.0
H
6'- 01/2"
V-0-
9
Casement/Fixed
3 I A4.0
2 118.0
4 114.0
Bea sce Bch a saesaa sphetlu
5 8 8
window Ty, W,nd -Ty N N.-Typ- Wi. - Ill 0
Bill 3 le See SCFeeu tea Sea SCl,etlule -3 EOUaI Liles
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1029 Emergency Escape &Rescue in 2013 Celttarnia
Builtling Cotle,
2. A-20y Glaac� 30 S ntlIn MW ri- ply- seclbn Zoos
3-y Glszing In 2013 Calibrate B-1,ig coda.
3. Minimum glaxing peecm,ance requirements:
0.201 - Factor
021SHCG
4. dpersble Casement -d-
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in Wintlow Legend as °�
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Pas6 6 396.9599101
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WINDOW SCHEDULE &
DETAILS
Detail @ Door, Garage Head /Jamb
3" = i' -0" I 11 1 Detail @ Door, Garage Sill
3" = 1' -0" I 7 1 Detail @ Door, Typ. Int. Head /Jamb
EXTERIOR DOOR SCHEDULE
�s6. cp�ui* 0se. scneapie*
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h $ �
odor y 1 Door Tr 2 Door Type 3 Dpor Typea
ii i i� ii� � � IMMI
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Detail @ Patio Door, Typ. Head 3" = V -0" 10 Detail @ Door, Units 1 & 2 Entry Head 3" = 1' -0" 6 Detail @ Door, Typ. Entry Head 3"= T-O" 3
'Types Door Type 10 Door Type tt o— Type 12
Detail @ Patio Door, Typ. Jamb 3" = V -0" I 9 1 Detail @ Door, Units 1 &2 Entry Jamb 3" = 1' -0" I 5 I Detail @ Door, Typ. Entry Jamb 3" T -0" 1 2 1
Detail @ Patio Door, Typ. Sill
3" = i' -0"
Detail @ Door, Typ. Entry Sill
3" = 1' -0"
as spnae.ie
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INTERIOR DOOR SCHEDULE
Type Mark Height Width Count Thickness Head /Jamb Comments
1
T- 0"
2'-0"
6
2"
41 "l
2
7'- 0"
2'- 6"
9
2"
a /"l
3
7'- 0"
2' -8"
17
2"
41"l
4
7' - 0"
2'-10'
70
2"
4 1 "1
5
T -0"
2' -10"
15
2"
4/A81
6
7' -0"
3' -0"
16
2"
41 ell
7
7'- 0"
3'- 4"
18
2"
a /"1
8
T -0"
2' -8"
1
2"
4 /AG1
9
T -0"
5' -0"
2
2"
41M6.1
10
T -0"
4' -6"
11
2"
a/ae.1
11
T - 0"
5' - 0"
8
2"
12
1' -0"
3' -0"
12
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6 8
h $ �
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ii i i� ii� � � IMMI
12ee sanaa6i * saa smee * saa smea �,
Detail @ Patio Door, Typ. Head 3" = V -0" 10 Detail @ Door, Units 1 & 2 Entry Head 3" = 1' -0" 6 Detail @ Door, Typ. Entry Head 3"= T-O" 3
'Types Door Type 10 Door Type tt o— Type 12
Detail @ Patio Door, Typ. Jamb 3" = V -0" I 9 1 Detail @ Door, Units 1 &2 Entry Jamb 3" = 1' -0" I 5 I Detail @ Door, Typ. Entry Jamb 3" T -0" 1 2 1
Detail @ Patio Door, Typ. Sill
3" = i' -0"
Detail @ Door, Typ. Entry Sill
3" = 1' -0"
as spnae.ie
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INTERIOR DOOR SCHEDULE
Type Mark Height Width Count Thickness Head /Jamb Comments
1
T- 0"
2'-0"
6
2"
41 "l
2
7'- 0"
2'- 6"
9
2"
a /"l
3
7'- 0"
2' -8"
17
2"
41"l
4
7' - 0"
2'-10'
70
2"
4 1 "1
5
T -0"
2' -10"
15
2"
4/A81
6
7' -0"
3' -0"
16
2"
41 ell
7
7'- 0"
3'- 4"
18
2"
a /"1
8
T -0"
2' -8"
1
2"
4 /AG1
9
T -0"
5' -0"
2
2"
41M6.1
10
T -0"
4' -6"
11
2"
a/ae.1
11
T - 0"
5' - 0"
8
2"
12
1' -0"
3' -0"
12
see s�naapie sap soneapia spp srneauie
Doorrypee1-6 Door Type? DOOr Type8
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TYLER G9NZALEZ ARCHITECTS, INC
Pas6 6 396.9599161
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DOOR SCHEDULE & DETAILS
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SYyle'. Liltlacbmme CGlor Hartlener
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60.1 % Soflscape cstyl l dph- .ylscpaeml PLANT LEGEND - VINES
2 Landscape Plan -South siNa: Lnbocbmma comr HaNener
Color. French Gray G14
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N aaiaetl pwlder 11s^ abova graael
Symbol
Guantdy Slze
Botanical Name
Common Name
Notea
42 5 Gallon
Clivia mimata
oa�ga Hrbnea
FmncM1 Hybntl
wanga Hamr uy
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34 -15 Galon
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Pumurea'
Purple HOpaeatl BUSM1
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rosemalinNWla
Rosemary Bmwllea
MIL
Jo 5 Gallon
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Lemon SxvX
HybXtl laniana
M/L
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Lepwaenamn
Satan sunset
saran eoMnnab
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B^g Blue Ltly TUr(
34 -5 Gallon
Pennisetums
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4- 15 Galon
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Gwnpaci Launwtinuz
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Blue Gem
Austral an
Reaenlary
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Van�abtl
Rcaanary
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PLANT LEGEND -TREES
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PLANTING PLAN
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PLANTING PLAN
Attachment No. 6
Preliminary Exemption Assessment
Attachment No. 6
ABEL ACITYAOTF
' A
PRELIMINARY EXEMPTION ASSESSMENT
(Certificate of Determination
When Attached to Notice of Exemption)
1. Name or description of project:
Vesting Tentative Tract Map No. TTM 15 -04 (73921) and Multiple
Family Architectural Design Review No. MFADR 15 -11 for a
twelve unit, residential condominium development
2. Project Location — Identify street
621 Fairview Avenue (between Baldwin Avenue and La Cadena
address and cross streets or attach
Avenue)
a map showing project site
(preferably a USGS 15' or 7 1/2'
topographical map identified by
quadrangle name):
3. Entity or person undertaking
A.
project:
B. Other (Private) Fairview Holdings LLC
(1) Name
(2) Address 1005 E. Las Tunas Drive, Suite 125
San Gabriel, CA 91775
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: 15332 (Class 32, In -Fill Development Project)
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: August 15, 2016' Staff: Jordan Chamberlin, Assistant Planner
Preliminary Exemption Assessment FORM "A"