HomeMy WebLinkAbout20190613_Staff Report
CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
June 13, 2019
Agenda Item No. 4
SUBJECT: Glidewell Residence (PA2019-053)
Coastal Development Permit No. CD2019-014
SITE LOCATION: 2300 Mesa Drive
APPLICANT: Glidewell Laboratories
OWNER: James Glidewell
PLANNER: David S. Lee, Assistant Planner
949-644-3225, dlee@newportbeachca.gov
LAND USE AND ZONING
• General Plan: RS-D (Single-Unit Residential Detached)
• Zoning District: SP-7 Residential Equestrian (Santa Ana Heights Specific Plan)
• Coastal Land Use Category: RSD-A (Single-Unit Residential Detached) (0.0 - 0.9
DU/AC)
• Coastal Zoning District: SP-7 (Santa Ana Heights Specific Plan)
PROJECT SUMMARY
A request for a coastal development permit (CDP) to allow the addition of a 3,120-square-
foot solarium, 4,422-square-foot basement, 437-square-foot kitchen expansion, 332-
square-foot stair enclosure and bathrooms, and a 1,543-square-foot covered outdoor patio
to an existing single-family residence. A CDP is required because the proposed square
footage exceeds 10 percent of the existing square footage. The proposed project
complies with all applicable development standards including height and setbacks. No
deviations are requested.
RECOMMENDATION
1) Conduct a public hearing;
2) Find this project exempt from the California Environmental Quality Act (CEQA)
pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines,
because it has no potential to have a significant effect on the environment; and
3) Adopt draft Zoning Administrator Resolution No.__ approving Coastal Development
Permit No. CD2019-014 (Attachment No. ZA 1).
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Glidewell Residence CDP (PA2019-053)
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DISCUSSION
Land Use and Development Standards
• The subject property is located in the SP-7 (Santa Ana Heights Specific Plan) Coastal
Zoning District, which provides for detached single-unit residential development and
is consistent with the City’s Coastal Land Use Plan, General Plan, and Zoning Code.
A coastal development permit is required, and the property is not eligible for a waiver
for de minimis development because the property is located in the Coastal
Commission Appeal Area.
• The property currently consists of one legal lot developed with a single-family
residential estate. The neighborhood is predominantly developed with two- and
three-story, single-family residences. Properties located southwest of Mesa Drive
consist of other similar residential estates. The proposed design, bulk, and scale
of the development is consistent with the existing neighborhood pattern of
development and expected future development consistent with applicable
development standards.
• The proposed project will conform to all applicable development standards, including
setbacks and height, as evidenced by the project plans and illustrated in Table 1
below. There are no requirements for maximum floor area or lot coverage in SP-7
Residential Equestrian.
Table 1 – Development Standards
Development Standard Standard Proposed
Setbacks (min.)
Front 20 feet 75 feet
Left Side 5 feet 18 feet (new construction)
Right Side 5 feet 70 feet (new construction)
Rear 25 feet 170 feet
Parking (min.) 3-car garage 3-car garage
Height (max.) 35’ 34’-3”
Floor Area No limit 35,89 sq. ft.
Hazards
• Pursuant to Newport Beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv),
the property owner will be required to enter into an agreement with the City waiving
any potential right to protection to address situations in the future in which the
development is threatened with damage or destruction by coastal hazards (e.g.,
waves, erosion, and sea level rise). The property owner will also be required to
acknowledge any hazards present at the site and unconditionally waive any claim to
damage or liability against the decision authority, consistent with NBMC Section
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21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will
need to be satisfied prior to the issuance of building permits for construction.
• The property is located in an area known for the potential for seismic activity and
liquefaction. All projects are required to comply with the California Building Code
(CBC) and Building Division standards and policies. Geotechnical investigations
specifically addressing liquefaction are required to be reviewed and approved prior
to the issuance of a building permit. Permit issuance is also contingent on the
inclusion of design mitigation identified in the investigations. Construction plans are
reviewed for compliance with approved investigations and CBC prior to building
permit issuance.
Water Quality
• Pursuant to Municipal Code Section 21.35.050, due to the proximity of the
development to the shoreline and the development containing more than 2,500
square feet of impervious surface area, a Water Quality Management Plan
(WQMP) is required. A WQMP prepared by Javaid M. Aslam, P.E., dated March 5,
2019, has been submitted and will be reviewed by the City’s Engineer Geologist.
The WQMP includes a polluted runoff and hydrologic site characterization, a sizing
standard for Best Management Practices (BMPs), use of an LID approach to retain
the design storm runoff volume on site, and documentation of the expected
effectiveness of the proposed BMPs.
Public Access and Views
• The project site is located in Santa Ana Heights between the nearest public road and
the sea. Implementation Plan Section 21.30A.040 requires that the provision of public
access bear a reasonable relationship between the requirement and the project’s
impact and be proportional to the impact. In this case, the project is an addition to an
existing single-family residence. Therefore, the project does not involve a change in
land use, density or intensity that will result in increased demand on public access
and recreation opportunities. Furthermore, the project is designed and sited so as
not to block or impede existing public access opportunities.
• Vertical and lateral access to the back bay is available near the site through various
hiking and biking trails accessible from Mesa Drive.
• The project site is not located adjacent to a coastal view road, public viewpoint, public
park or beach, or public accessway, as identified in the Coastal Land Use Plan.
Furthermore, an investigation of the project site and surrounding area did not identify
any other public view opportunities. The project site may be located within the
viewshed of distant public viewing areas. The project is an addition to an existing
single-family residence that complies with all applicable Local Coastal Program
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(LCP) development standards and maintains a building envelope consistent with the
existing neighborhood pattern of development. Therefore, the project does not have
the potential to degrade the visual quality of the Coastal Zone or result in significant
adverse impacts to public views.
ENVIRONMENTAL REVIEW
This project is exempt from the California Environmental Quality Act (CEQA) pursuant to
Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, because it has
no potential to have a significant effect on the environment. The Class 1 exemption includes
the additions to existing structures. The proposed project is the addition of a solarium with
a basement below, kitchen expansion, stair enclosure and bathrooms, and covered
outdoor patio to an existing single-family residence.
PUBLIC NOTICE
Notice of this public hearing was published in the Daily Pilot, mailed to all owners and
residential occupants of property within 300 feet of the boundaries of the site (excluding
intervening rights-of-way and waterways), including the applicant, and posted on the
subject property at least 10 days before the scheduled hearing, consistent with the
provisions of the Municipal Code. Additionally, the item appeared on the agenda for this
meeting, which was posted at City Hall and on the City website.
APPEAL PERIOD
This action shall become final and effective 14 days following the date the Resolution is
adopted unless within such time an appeal or call for review is filed with the Community
Development Director in accordance with the provisions of Title 21 (Local Coastal
Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City
may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the
City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through
13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal,
contact the Planning Division at 949-644-3200.
Prepared by:
__________________________
David S. Lee, Assistant Planner
JM/dl
Attachments: ZA 1 Draft Resolution
ZA 2 Vicinity Map
ZA 3 Project Plans
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Attachment No. ZA 1
Draft Resolution
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RESOLUTION NO. ZA2019-###
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING COASTAL
DEVELOPMENT PERMIT NO. CD2019-014 FOR AN ADDITION
AND REMODEL TO AN EXISTING SINGLE-FAMILY RESIDENCE
LOCATED AT 2300 MESA DRIVE (PA2019-053)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by Glidewell Laboratories, with respect to property located at 2300
Mesa Drive, and legally described as Lot 152 of Block 51, requesting approval of a Coastal
Development Permit (CDP).
2. The applicant proposes the addition of a 3,120-square-foot solarium, 4,422-square-foot
basement, 437-square-foot kitchen expansion, 332-square-foot stair enclosure and,
bathrooms, and a 1,543-square-foot covered outdoor patio to an existing single-family
residence. No work will be conducted bayward of the existing property. The proposed
development also includes additional appurtenances such as walls, fences, patios,
hardscape, drainage devices, and landscaping.
3. The subject property is located within the Santa Ana Heights Specific Plan (SP-7)
Residential Equestrian Zoning District and the General Plan Land Use Element category
is Single-Unit Residential Detached (RS-D).
4. The subject property is located within the coastal zone. The Coastal Land Use Plan
category is Single Unit Residential Detached (RSD-A) and the Coastal Zoning District is
Santa Ana Heights Specific Plan (SP-7).
5. A public hearing was held on June 13, 2019, in the Corona del Mar Conference Room
(Bay E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place, and
purpose of the hearing was given in accordance with the Newport Beach Municipal
Code. Evidence, both written and oral, was presented to, and considered by, the Zoning
Administrator at this hearing.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1. This project is categorically exempt pursuant to Title 14 of the California Code of
Regulations (Section 15315, Article 19 of Chapter 3, Guidelines for Implementation of the
California Environmental Quality Act (CEQA) under Class 1 (Existing Facilities), because
it has no potential to have a significant effect on the environment.
2. The Class 1 exemption includes the additions to existing structures. The proposed
project is the addition of a solarium with basement below, kitchen expansion, stair
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Zoning Administrator Resolution No. ZA2019-###
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enclosure and bathrooms, and covered outdoor patio to an existing single-family
residence.
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 21.52.015 (Findings and Decision) of the Newport Beach Municipal
Code, the following findings and facts in support of such findings are set forth:
Finding:
A. Conforms to all applicable sections of the certified Local Coastal Program.
Facts in Support of Finding:
1. The subject property is currently developed with an existing 27,278-square-foot single-
family residence on an existing lot designated for residential development by the Local
Coastal Program.
2. The proposed additions conform to all applicable development standards, including
setbacks, height, and parking.
a. The proposed addition complies with the required setbacks, which are 20 feet along
the property line abutting Mesa Drive, 25 feet abutting the rear property line, and 5
feet along each side property line. The proposed kitchen expansion on the eastern
side of the lot is approximately 18 feet from the side property line and the proposed
covered outdoor patio on the western side of the lot is approximately 70 feet from
the side property line.
b. The highest ridge of the proposed addition complies with the maximum height
requirement, which is 35 feet from established grade.
c. The proposed development provides a three-car garage, meeting the minimum
garage requirement for a single-family residence exceeding 4,000 square feet of
habitable floor area.
3. The neighborhood is predominantly developed with two- and three-story single-family
residences. The proposed design, bulk, and scale of the development is consistent with
the existing neighborhood pattern of development and expected future development.
4. Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development
to the shoreline and the development containing more than 2,500 square feet of
impervious surface area, a Water Quality Management Plan (WQMP) is required. A
WQMP prepared by Javaid M. Aslam, P.E., dated March 5, 2019, has been submitted
and will be reviewed by the City’s Engineer Geologist. The WQMP includes a polluted
runoff and hydrologic site characterization, a sizing standard for Best Management
Practices (BMPs), use of an LID approach to retain the design storm runoff volume on
site, and documentation of the expected effectiveness of the proposed BMPs.
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4. The property is located in an area known for the potential of seismic activity and
liquefaction. All projects are required to comply with the California Building Code (CBC)
and Building Division standards and policies. Geotechnical investigations specifically
addressing liquefaction are required to be reviewed and approved prior to the issuance of
building permits. Permit issuance is also contingent on the inclusion of design mitigation
identified in the investigations. Construction plans are reviewed for compliance with
approved investigations and CBC prior to building permit issuance.
5. The project site is not located adjacent to a coastal view road, public viewpoint, public park
or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore,
an investigation of the project site and surrounding area did not identify any other public
view opportunities. The project site may be located within the viewshed of distant public
viewing areas. The project is an addition to an existing single-family residence that
complies with all applicable Local Coastal Program (LCP) development standards and
maintains a building envelope consistent with the existing neighborhood pattern of
development. Therefore, the project does not have the potential to degrade the visual
quality of the Coastal Zone or result in significant adverse impacts to public views.
Finding:
B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal
Act if the project is located between the nearest public road and the sea or shoreline of any
body of water located within the coastal zone.
Fact in Support of Finding:
1. The project site is located in West Newport between the nearest public road and the sea.
Implementation Plan Section 21.30A.040 requires that the provision of public access bear
a reasonable relationship between the requirement and the project’s impact and be
proportional to the impact. In this case, the project is an addition to an existing single-family
residence. Therefore, the project does not involve a change in land use, density or intensity
that will result in increased demand on public access and recreation opportunities.
Furthermore, the project is designed and sited so as not to block or impede existing public
access opportunities.
2. Vertical and lateral access to the back bay is available near the site through various hiking
and biking trails accessible from Mesa Drive.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal
Development Permit No. CD2019-014, subject to the conditions set forth in Exhibit “A,”
which is attached hereto and incorporated by reference.
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2. This action shall become final and effective 14 days following the date this Resolution
was adopted unless within such time an appeal or call for review is filed with the
Community Development Director in accordance with the provisions of Title 21 Local
Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken
by the City may be appealed to the Coastal Commission in compliance with Section
21.64.035 of the City’s certified LCP and Title 14 California Code of Regulations,
Sections 13111 through 13120, and Section 30603 of the Coastal Act.
PASSED, APPROVED, AND ADOPTED THIS 13TH DAY OF JUNE, 2019.
_____________________________________
Rosalinh Ung, Zoning Administrator
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EXHIBIT “A”
CONDITIONS OF APPROVAL
1. The development shall be in substantial conformance with the approved site plan, floor
plans, and building elevations stamped and dated with the date of this approval (except as
modified by applicable conditions of approval).
2. Revisions to the approved plans may require an amendment to this Coastal
Development Permit or the processing of a new Coastal Development Permit.
3. Coastal Development Permit No. CD2019-014 shall expire unless exercised within 24
months from the date of approval as specified in Section 21.54.060 (Time Limits and
Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise
granted.
4. Prior to the issuance of a building permit, the property owner shall submit a notarized
signed letter acknowledging all hazards present at the site, assuming the risk of injury
or damage from such hazards, unconditionally waiving any claims of damage against
the City from such hazards, and to indemnify and hold harmless City, its City Council, its
boards and commissions, officials, officers, employees, and agents from and against any
and all claims, demands, obligations, damages, actions, causes of action, suits, losses,
judgments, fines, penalties, liabilities, costs and expenses (including without limitation,
attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which
may arise from or in any manner relate (directly or indirectly) to City’s approval of
development.
5. No demolition or construction materials, equipment debris, or waste, shall be placed or
stored in a location that would enter sensitive habitat, receiving waters, or a storm drain
or result in impacts to environmentally sensitive habitat areas, streams, the beach,
wetlands or their buffers.
6. This approval does not authorize any new or existing improvements (including
landscaping) on State tidelands, public beaches, or the public right-of-way.
7. The discharge of any hazardous materials into storm sewer systems or receiving waters
shall be prohibited. Machinery and equipment shall be maintained and washed in
confined areas specifically designed to control runoff. A designated fueling and vehicle
maintenance area with appropriate berms and protection to prevent spillage shall be
provided as far away from storm drain systems or receiving waters as possible.
8. Debris from demolition shall be removed from work areas each day and removed from
the project site within 24 hours of the completion of the project. Stock-piles and
construction materials shall be covered, enclosed on all sites, not stored in contact with
the soil, and located as far away as possible from drain inlets and any waterway.
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9. Trash and debris shall be disposed in proper trash and recycling receptacles at the end
of each construction day. Solid waste, including excess concrete, shall be disposed in
adequate disposal facilities at a legal disposal site or recycled at a recycling facility.
10. Prior to issuance of building permits, the final WQHP/WQMP shall be reviewed and
approved by the Building Division. Implementation shall be in compliance with the
WQHP/WQMP and any changes could require separate review and approval by the
Building Division.
11. Prior to the issuance of building permits, the applicant shall submit a final drainage and
grading plan. The plan shall be subject to the review and approval by the Building
Division.
12. Prior to the issuance of building permits, the applicant shall submit a final landscape and
irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive
plant species and water efficient irrigation design. The plans shall be approved by the
Planning Division.
13. All landscape materials and irrigation systems shall be maintained in accordance with
the approved landscape plan. All landscaped areas shall be maintained in a healthy and
growing condition and shall receive regular pruning, fertilizing, mowing, and trimming.
All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall
be kept operable, including adjustments, replacements, repairs, and cleaning as part of
regular maintenance.
14. The applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In
compliance with the MBTA, grading, brush removal, building demolition, tree trimming, and
similar construction activities shall occur between August 16 and January 31, outside of
the peak nesting period. If such activities must occur inside the peak nesting season from
February 1 to August 15, compliance with the following is required to prevent the taking of
Native Birds pursuant to MBTA:
A. The construction area shall be inspected for active nests. If birds are observed flying
from a nest or sitting on a nest, it can be assumed that the nest is active. Construction
activity within 300 feet of an active nest shall be delayed until the nest is no longer
active. Continue to observe the nest until the chicks have left the nest and activity is no
longer observed. When the nest is no longer active, construction activity can continue
in the nest area.
B. It is a violation of state and federal law to kill or harm a native bird. To ensure
compliance, consider hiring a biologist to assist with the survey for nesting birds, and
to determine when it is safe to commence construction activities. If an active nest is
found, one or two short follow-up surveys will be necessary to check on the nest and
determine when the nest is no longer active.
15. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
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16. The applicant shall comply with all federal, state, and local laws. Material violation of
any of those laws in connection with the use may be cause for revocation of this Coastal
Development Permit.
17. This Coastal Development Permit may be modified or revoked by the Zoning
Administrator if determined that the proposed uses or conditions under which it is being
operated or maintained is detrimental to the public health, welfare or materially injurious
to property or improvements in the vicinity or if the property is operated or maintained
so as to constitute a public nuisance.
18. Prior to issuance of the building permits, a copy of the Resolution, including conditions
of approval Exhibit “A” shall be incorporated into the Building Division and field sets of
plans.
19. Prior to issuance of building permits, the applicant shall submit to the Planning Division
an additional copy of the approved architectural plans for inclusion in the Coastal
Development file. The plans shall be identical to those approved by all City departments
for building permit issuance. The approved copy shall include architectural sheets only
and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict
the elements approved by this Coastal Development Permit.
20. Prior to the issuance of building permits, the applicant shall submit a final construction
erosion control plan. The plan shall be subject to the review and approval by the Building
Division.
21. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative
costs associated with the processing of this application to the Planning Division.
22. Should the property be sold or otherwise come under different ownership, any future
owners or assignees shall be notified of the conditions of this approval by either the
current business owner, property owner, or the leasing agent.
23. This approval shall expire and become void unless exercised within 24 months from the
actual date of review authority approval, except where an extension of time is approved in
compliance with the provisions of Title 21 Planning and Zoning of the Newport Beach
Municipal Code.
24. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless
City, its City Council, its boards and commissions, officials, officers, employees, and agents
from and against any and all claims, demands, obligations, damages, actions, causes of
action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including
without limitation, attorney’s fees, disbursements and court costs) of every kind and nature
whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s
approval of Glidewell Residence Coastal Development Permit including, but not limited to,
Coastal Development Permit No. CD2019-014 (PA2019-053). This indemnification shall
include, but not be limited to, damages awarded against the City, if any, costs of suit,
attorneys' fees, and other expenses incurred in connection with such claim, action, causes
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of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating
or bringing such proceeding. The applicant shall indemnify the City for all of City's costs,
attorneys' fees, and damages which City incurs in enforcing the indemnification provisions
set forth in this condition. The applicant shall pay to the City upon demand any amount
owed to the City pursuant to the indemnification requirements prescribed in this condition.
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Attachment No. ZA 2
Vicinity Map
14
VICINITY MAP
Coastal Development Permit No. CD2019-014
PA2019-053
2300 Mesa Drive
Subject Property
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Attachment No. ZA 3
Project Plans
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2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSGLIDEWELL RESIDENCE REMODELA0.00COVER SHEET2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/2019GLIDEWELL RESIDENCE REMODEL2300 MESA DRIVE, NEWPORT BEACH, CA, 92660SOLARIUM, POOLHOUSE & BASEMENT ADDITIONOWNER:MR. JAMES GLIDEWELL2300 MESA DRIVE,NEWPORT BEACH, CA, 92660TEL: (949) 225-1217ARCHITECT:GLIDEWELL DESIGN & BUILD GROUP2162 MICHELSON DRIVE, IRVINE, CA, 92612CONTACT: YULIS AYTON, AIA.EMAIL: YULIS.AYTON@GLIDEWELLDENTAL.COMTEL: (949) 222-3548STRUCTURAL ENGINEER:GOUVIS ENGINEERING CONSULTING GROUP15 STUDEBAKER, IRVINE, CA, 92618CONTACT: MIKE HOUSHMANDEMAIL: MHOUSHMAND@GOUVISGROUP.COM TEL: (949)590-9008MEP ENGINEER:GOUVIS ENGINEERING CONSULTING GROUP15 STUDEBAKER, IRVINE, CA, 92618CONTACT: KATE KOHEMAIL: KOH@GOUVISGROUP.COMTEL: (949)590-9008CIVIL ENGINEER:CIVIL TRANS, INC.732 N. DIAMOND BAR BLVD, SUITE 128DIAMOND BAR, CA, 91765CONTACT: JAY ASLAM, P.E., ASCE.EMAIL: CTRANS@VERIZON.NETTEL: (909)396-1131FAX: (909)396-0328SOIL ENGINEER:GLOBAL GEO-ENGINEERING, INC.3 CORPORATE PARK, SUITE 270IRVINE, CA 92606CONTACT: MOHAN B. UPASANIEMAIL: MOHAN@GLOBALGEO.NETTEL: (949)697-8595FAX: (949)221-0091GLASS ROOF DESIGN/BUILDER:INTER-SKY, INC.20431 JAMES BAY CIRCLELAKE FOREST, CA, 92630CONTACT: YVETTE LALONDEEMAIL: YVETTE@INTER-SKY.COMTEL: (714)972-9112LIGHTING DESIGNER (BASEMENT):THEIA LIGHTING DESIGNLONG BEACH, CA, 92630CONTACT: KATHRYN TOTHEMAIL: KTOTH@THEIALIGHTING.COMTEL: (562)269-3770111117
UPDNUPUPDNDNSN-1 GENERAL NOTES ADN REQUIREMENTSSN-1B SN-2 STRUCTURAL DETAILS & NOTESSN-3 STRUCTURAL DETAILS AND NOTES S-1.1 FOUNDATION PLANS-1.2 BASEMENT FRAMING PLANS-1.3 ROOF FRAMING PLAN AND PARTIAL POOL FOUNDATION PLANS-1.4 ROOF FRAMING PLANSD-1 TOP OF SLAB FOUNDATION DETAILSSD-1A STRUCTURAL CONVENTIONAL FOUNDATION DETAILSSD-1B STRUCTURAL MAT FOUNDATION DETAILS AND NOTESSD-2 STRUCTURAL DETAILS AND NOTESSD-3 STRUCTURAL DETAILS SD-4 STRUCTURAL DETAILSSD-5 STRUCTURAL CONCRETE DETAILSSD-6 STRUCTURAL CONCRETE DETAILSSD-7 STRUCTURAL CONCRETE DETAILSS-RW RETAINING WALL , SHORING DETAILS AND NOTESE-0.1 GENERAL NOTES AND SHEET INDEXE-0.2 ABBREVIATIONS & SYMBOL LISTE-0.3 ELECTRICAL DETAILSE-0.4 DEMO/EXISTING SINGLE LINE DIAGRAME-0.5 ELECTRICAL LOAD CALCULATIONS AND SINGLE DIAGRAME-0.6 ELECTRICAL PANEL SCHEDULESE-1.1 ELECTRICAL SITE PLANE-2.1 DEMO PLAN FIRST FLOORE-2.2 DEMO PLAN SECOND FLOORE-3.0 POWER PLAN BASEMENTE-3.1 POWER PLAN FIRST FLOORE-3.2 POWER PLAN SECOND FLOORE-4.0 WALL LIGHTING PLAN BASEMENTE-4.1 CEILING LIGHTING PLAN BASEMENTE-4.2 LIGHTING PLAN FIRST FLOORE-4.3 LIGHTING PLAN SECONG FLOORT24-MM TITLE 24 FORMS MANDATORY MEASURES T24-1 TITLE 24 ENERGY COMPLIANCE FORMSP-0.1 GENERAL NOTES & SHEET INDEXP-0.2 CALCULATIONS P-1.1 SITE PLAN P-3.1 BASEMENT FLOOR PLAN COLD / HOT WATER AND NATURAL GASP-3.2 1ST FLOOR PLAN COLD / HOT WATER AND NATURAL GASP-3.3 2ND FLOOR/ ROOF PLAN COLD / HOT WATER AND NATURAL GASP-3.4 BASEMENT FLOOR PLAN WASTER / VENT PIPING AND FC CONDENSATEP-3.5 1ST FLOOR PLAN WASTE / VENT PIPING AND FC CONDENSATEP-3.6 2ND FLOOR / ROOF PLAN WASTE / VENT PIPING AND FC CONDENSATEP-D.1 DETAILSM-0.1 GENERAL NOTES AND LEGENDSM-0.2 EQUIPMENT SCHEDULEM-3.1 HVAC BASEMENT FLOOR PLANM-3.2 HVAC 1ST FLOOR PLANM-3.3 HVAC 2ND FLOOR/ROOF PLANMD-1 MECHANICAL DETAILSC-1 TITLE SHEET NOTESC-2 GRADING PLANC-3 SECTIONS-DETAILSLT0.00LIGHTING GENERAL NOTESLT0.01BASEMENT LIGHTING SCHEDULELT0.02LIGHTING ZONE/PROGRAMINGLT1.20BASEMENT FLOOR/WALL LIGHTING PLANLT1.30BASEMENT REFLECTED CEILING LIGHTING PLANLT1.40LIGHTING SCHEDULE LEVEL 1 AND LEVEL 2100COVER SHEET ANF GENERAL NOTES200PLAN VIEW 201EAST ELEVATION VIEW202FRONT ELEVATION203WEST ELEVATION204SECTION VIEW205SECTION @ TRUSS 5206SECTION @ TRUSS 4207SECTION @ TRUSS 3208SECTION @ TRUSS 2209SECTION @ TRUSS 1210SECTION @ BALCONY211BALCONY SECTION VIEW212ELEVATION VIEW213HIP ELEVATION VIEW300STEEL PLAN VIEW301STEEL SECTION VIEW302SECTION @ TRUSS 5303SECTION @ TRUSS 2 & 4304SECTION @ TRUSS 3305SECTION @ TRUSS 1306STEEL FRONT ELEVATION307BALCONY SECTION VIEW308BASE PLATE DETAILS309BASE PLATE DETAILS310STEEL CONNECTION DETAILS311STEEL CONNECTION DETAILS312STEEL CONNECTION DETAILS313STEEL CONNECTION DETAILS314STEEL CONNECTION DETAILS500-508SKYLIGHT DETAILSBLUE HATCH INDICATESPROPOSED ENCLOSED AREA GRAY HATCH INDICATESEXISTING ENCLOSED AREA1. AN APPROVED ENCROAHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.2. IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALLEY/STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA0.01PROJECTINFORMATION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/2019A0.00 COVER SHEETA0.01 PROJECT INFORMATIONA0.02 SURVEYA0.03 SOILS REPORTLOCATION MAPVICINITY MAPPROJECT DATA PROJECT ADDRESS: 2300 MESA DRIVE, NEWPORT BEACH, CA, 92660PLANNING ZONE: SP-7 (REQ)CONSTRUCTION TYPE: VB - SPRINKLERED PER NFPA 13DOCCUPANCY TYPE: R-3USE: SINGLE FAMILY RESIDENCEAPN NUMBER: 439 051 01LEGAL DESCRIPTION:LOT SIZE: 157,530 SQ FT (3.62 ACRES)BUILDABLE AREA: 155,061 SQ FTALLOWABLE MAX FLOORAREA N/ABUILDING HEIGHT: 24'-0" ABOVE NATURAL GRADE (AT FLAT ROOF)29'-0" ABOVE NATURAL GRADE (AT ROOF RIDGE)NUMBER OF STORY: TWO WITH BASEMENTBUILDING AREA ANALYSIS:PROJECT SITEPROJECT DESCRIPTIONTHE PROJECT CONSISTS OF DEMOLISHING THE EXISTING ICE CREAM PARLOR WING OF ABOUT 990 SQ FT., AND AN ADDITION OF A NEW BASEMENT OF APPROXIMATELY 4,374 SQ FT, A NEW SOLARIUM OF 3,021 SQ FT, NEW LOGGIA: 1,511 SQ FT, NEW POOL HOUSE 387 SQ FT, KITCHEN ADDITION: 373 SQ FT, TRASH ENCLOSURE: 64 SQ FT. THE BASEMENT INTENDED USES ARE: KIDS LIBRARY, KIDS PLAY AREA, FAMILY LOUNGE BAR, WINE TASTING,ENTERTAINMENT THEATER, POWDER ROOM & SMALL EQUIPMENT AREA.THE SOLARIUM INTENDED USES ARE: FAMILY LOUNGE, READING, TEA SERVICE, AND MEDITATION AREA.APPLICABLE CODES2016 CALIFORNIA BUILDING CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODECITY OF NEWPORT BEACH AMMENDMENTSSHEET INDEXCIVIL ENGINEERINGARCHITECTURALSTRUCTURALELECTRICALPLUMBINGMECHANICALLIGHTINGTITLE 24 CALCULATIONSGLASS ROOF BY INTERSKYARCHITECTURALA0.10 GENERAL NOTESA0.11 GENERAL NOTESA0.12 GENERAL NOTESA0.20 SPECIFICATIONSA0.21 FINISH SCHEDULEA0.30 WALL TYPE SCHEDULEA0.31 DOORS, WINDOWS AND KITCHEN EQUIPMENTSCHEDULEA0.40 SITE PLANA0.50 ENLARGED SITE PLANA1.11 DEMO/EXISTING PLAN OVERALL LEVEL 1A1.12 DEMO/EXISTING PLAN LEVEL 2A1.20 CONSTRUCTION PLAN BASEMENTA1.21 CONSTRUCTION PLAN LEVEL 1A1.22 CONSTRUCTION PLAN LEVEL 2A1.23 ROOF PLANA2.10 NORTH & EAST ELEVATIONA2.11 WEST ELEVATION & SOUTH ELEVATIONA3.11 SECTIONA3.12 SECTIONA3.13 SECTIONA3.14 SECTIONA3.15 SECTIONA3.16 SECTIONA4.212 ENL PLAN KITCHENA4.213 ENL PLAN POOL LOGGIAA4.214 ENL RCP LOGGIA AND SOLARIUMA4.601 ENL PLAN BASEMENT BAR POWER/DATAA6.00 ENL PLANS - STAIRS A & BA6.01 STAIR A SECTIONS & ELEVATIONSA6.02 STAIR B SECTIONS & ELEVATIONSA6.03 STAIR C - PLANS & SECTIONSA6.04 STAIRS DETAILSA6.05 STAIRS DETAILSA6.06 ELEVATOR SECTIONS & ELEVATIONSA6.07 BASEMENT EGRESS WINDOW PLANS & SECTIONSA7.00 FLOOR DETAILSA7.01 FLOOR DETAILSA7.02 ROOF DETAILSA7.03 ROOF DETAILSA7.04 CEILING DETAILSA7.05 CEILING DETAILSA7.06 THRESHOLD DETAILSBASEMENTLEVEL 1LEVEL 2DEFERRED SUBMITTALS- FIRE SPRINKLERS -POOL NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY.GENERAL NOTE:111111118
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S04°02'45"E88.20'S39°48'15"W105.00'S27°17'03"W634.56'S50°11'45"E303.80'L= 128.28'R= 818.25L= 306.06'R= 784.60L= 256.69'R= 335.40COCOCOCO545656636666676767676767676767676767676868686868686868686869696666626266666666665757585859596161616363636464556565656560605.9412.751.923.905.29UPTRUE NORTH2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/32" = 1'-0"GLIDEWELL RESIDENCE REMODELA0.40SITE PLAN2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/32" = 1'-0"1SITE PLANEXTEND OF WORK1- REHABILITATED LANDSCAPE IS LESS THAN 500 SQ.FT. SEE CIVIL DRAWINGS FOR DETAILS. NOTE: ALL PLANTING OUTSIDE THE EXTEND OF WORK IS TO REMAIN IN PLACE20
S27°17'03"WR= 784.6066666364646565E83GBC5D4710A629F1TRUE NORTHT1T2T3T4T5TATBN.I.C(E) 2% SLOPE 2% SLOPE 2% SLOPE EXTERIOR ENTRANCEEXTERIOR ENTRANCEEXTERIOR ENTRANCE(E) MASONRY FENCE WALL2% SLOPE 2% SLOPE -4"-1'-0"0"-8"0"0"1/2" / 1'-0"-6"-2"0"-6"-1'-0"-6"-6"-1'-0"0"1/8" / 1'-0"1/4" / 1'-0"-1'-0"1/4" / 1'-0"-6"-6"T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.10.521/4"/1'-0"1/4"/1'-0"N.I.C2' - 11 3/4"-6"0.540.550.510.530.56DNDNDNUP2% SLOPE ABCD0.57TYPRESIDENCE ACCESSBASEMENT EXTENT 2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA0.50ENLARGEDSITE PLAN2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/8" = 1'-0"1SITE PLAN ENLARGED0.51 NEW POOL WITH DEFERRED SUBMITTAL0.52 POOL MONUMENT WITH DEFERRED FUTURE SUBMITTAL0.53 (E) TREES TO REMAIN IN PLACE0.54 2' TALL RETAINING WALL REFER TO CIVIL DRAWINGS0.55 REMOVE (E) PARKING STRIPE0.56 EXTEND OF BASEMENT BELOW0.57 GRADE ELEVATIONS POINTS. SEE NOTEPOINT A: 64.44 FSPOINT B: 64.45 FSPOINT C: 64.46 FSPOINT D: 64.46 FSGRADE AVERAGE POINTS: 64.45NOTES:GRADE ELEVATIONS21
UP47' - 9 1/4"E83GBC5D4710A629F1N.I.C1.1011.1021.1041.1061.1061.107TYP1.1021.1071.1081.1101.1021.1091.1011.1011.1011.1011.1121.1041.1111.1111.1011.1031.1031.1161.1161.1151.1191.1171.1191.119EXISTING KITCHEN 415 SQ.FT. OUTDOOR EQUIP. STORAGE101 SQ.FT. EXISTING POOLEXISTING ICE CREAM PARLOR917 SQ.FT. 1.1201.1121.104EXISTING WALL TO REMAINDEMOLITION WALLNOT INCLUDED IN CONTRACT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.11DEMO/EXISTINGPLAN OVERALLLEVEL 12300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 1 AS-BUILT/DEMOLITION PLAN1.101 DEMO EXISTING PLANTER1.102 DEMO EXISTING FREE STANDING EXTERIOR WALL1.103 EXISTING ELECTRICAL PANEL TO BE RELOCATED1.104 DEMO EXISTING WALL(S) ALONG WITH DOOR(S) ANDWINDOW(S)1.106 DEMO EXISTING PLUMBING FIXTURE1.107 DEMO EXISTING COLUMN1.108 REMOVE EXISTING POOL EQUIPMENT, SALVAGE FORFUTURE USE1.109 DEMO EXISTING STAIR1.110 DEMO EXISTING SWIMMING POOL1.111 EXISTING DRIVEWAY TO BE MODIFIED. SEE CIVILENGINEERING DRAWING.1.112 DEMO EXISTING WINDOW1.115 EXISTING HOSE BIBB TO REMAIN AS IS1.116 EXISTING AIR CONDITIONING TO BE DEMOLISHED1.117 EXISTING DOOR TO BE SWING IN1.119 DEMO EXISTING HOSE BIBB1.120 DEMO EXISTING ROOF ACCESS INSIDE KITCHEN22
WASHER DRYERWASHER DRYERDNDNDNDNE83GBC5D4710A29F1N.I.C1.1091.1141.1131.1141.1141.1181.1181.107TYP.1.1151.119EXISTING WALL TO REMAINDEMOLITION WALLNOT INCLUDED IN CONTRACT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.12DEMO/EXISTINGPLAN LEVEL 22300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 2 DEMOLITION PLAN1.107 DEMO EXISTING COLUMN1.109 DEMO EXISTING STAIR1.113 DEMO EXISTING BALCONY1.114 DEMO EXISTING ROOF1.115 EXISTING HOSE BIBB TO REMAIN AS IS1.118 BOUNDARY OF (E) PATIO TO REMAIN. SEE A1.221.119 DEMO EXISTING HOSE BIBB23
UPDNDNNEW WALL2A3.11E83GBC5D41A3.137A6.03110A6231 SFAV STORAGE011181 SFSTAIR C01222 SFELEVATOREQUIPMENT RM00930 SFELEVATOR00881 SFEQUIP RM007109 SFMEN'S RR003125 SFWOMEN'S RR0059F1A6.061T1T2T3T4T5TATB23' - 0"28' - 0"37' - 0"011391 SFTHEATER010594 SFBAR002133 SFHALLWAY00600317 SFSUMP PUMP RM0040040050070080121A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T614' - 9"5' - 4"5' - 0"5' - 0"1' - 8 7/8"1' - 0 3/4"5' - 9 3/8"8' - 5"A6.001TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.141.2011.2001.20315 SFSUM PUMP RM013013-12'-6"-12'-6"-14' - 6"1.2031A3.164' - 9 7/8"-13'-0"1.3112A3.152' - 8"1' - 6 1/2"52' - 9"23' - 1"61' - 7"16' - 8"28' - 4"36' - 2"23' - 0"36' - 4"00110' - 11"1.20013' - 6 3/8"13' - 6 3/8"112 SFBASEMENTEGRESS WINDOW023OPEN TO ABOVE3A6.074A6.07141111.2011.2011.203P14' - 0 1/2"005A005B005C003A003B4 1/4"8' - 5"27' - 3 3/8"A6.071006BASEMENT 4,410 SQ.FT.1' - 4"2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.20CONSTRUCTIONPLANBASEMENT2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1BASEMENT CONSTRUCTION PLAN1.200 NEW SLIDE FOLDING DOOR BY PANDA DOORS ANDWINDOWS. SEE DOOR SCHEDULE.1.201 NEW CASEWORK WITH SINK1.203 FLOOR DRAIN1.311 FRESH AIR SHAFT1. A Call-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING.13' OPENING24
DNDNDNDNUP2A3.11E83GBC5D41A3.137A4.212110A62114 SFSTAIR C107638 SFKITCHEN1029F149 SFSTORAGE RM10876 SFSHOWER RM11076 SFSHOWER RM111108 SFLOGGIA10917' - 9"A4.2131N.I.CA2.101A2.102A2.11150 SFTRASH RM10317 SFMOP SINK RM10428 SFELEVATORLOBBY106T1T2T3T4T5TATB31 SFELEVATOR105107103(E)102B(E)102A102B104106108111A33' - 11"11' - 0"11' - 0"1007 3/4"6' - 2 1/4"8' - 0"5' - 2 1/2"110A0"102C102A1A3.151/8" / 1'-0"1/4" / 1'-0"1/2" / 1'-0"-1'-0"-6"-6"0"11' - 9 1/4"T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6A6.032A6.0021/4" / 1'-0"TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.141.2041.2051.2031.2031.2181.2201.219POOL1A3.162A3.15A2.1123' - 9 1/2"7' - 1 7/8"1' - 3 1/2"12' - 0 1/8"12' - 0 1/8"11' - 1 7/8"12' - 5 1/4"6"6' - 5 7/8"9' - 8 1/8"11' - 11 3/8"12' - 0 1/8"1.3101.311-4"1.2231.2231.2031.2031.2031.2031.204100E-2"A6A6B6B6100D100C100B100A10966N.I.C1.225TYPB6B6B6B63545KE-126' - 2 1/4"ø 3'-6"OPEN TO BELOW3' - 0"18 SFELECTRICAL RM112A6.0723A6.074A6.073' - 1 1/2"752' - 0"1' - 11 3/4"11112ø 3'-6"1111105A105B11.224P11138' - 4"SOLARIUM 3,120 SQ.FT.EXISTING WALLNEW WALLNOT INCLUDED IN CONTRACT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESGENERAL NOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.21CONSTRUCTIONPLAN LEVEL 12300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 1 CONSTRUCTION PLAN1.203 FLOOR DRAIN1.204 OVERHEAD SOFFIT ABOVE1.205 NEW FRAMELESS SLIDE FOLDING DOOR. SEE DOORSCHEDULE1.218 GREASE INTERCEPTOR. SEE PLUMBING DRAWING1.219 NEW POOL WITH DEFERRED SUBMITTAL1.220 RELOCATED ELECTRICAL PANEL1.223 INSTALL NEW HOSE BIBB1.224 NEW COLUMN PER STR1.225 NEW COLUMN TRUSSES PER INTERSKY1.310 EXHAUST FANS DUCTS. SEE MEP DRAWINGS1.311 FRESH AIR SHAFT25
DN2A3.11E83GBC5D41A3.13710A29F1N.I.CT1T2T3T4T5TATBb5.112201A11A3.15849 SFOUTDOOR PATIO202201BT0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6A6.003OPEN TO BELOW10'-11"16'-10"TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.141.2141.2141.2151.2141.2141.2110"8'-6"1.2101.2101.2101.2101.2151.2168" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"8" / 1'-0"1.2211A3.162A3.15A2.112467 SFSOLARIUMBALCONY200123 SFPATIO2011.2221.2221.3101.2171.217....2% MIN 2% MIN 2% MIN 2% MIN 1.2268" / 1'-0"8" / 1'-0"1OPEN TO BELOW3A6.074A6.078" / 1'-0"8" / 1'-0"111.2104' - 0"1.3141.2271.2271.2271.2291.2281.2161.2161.2161' - 2 5/8"EXISTING WALLNEW WALLNOT INCLUDED IN CONTRACT2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA1.22CONSTRUCTIONPLAN LEVEL 22300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1LEVEL 2 CONSTRUCTION PLAN1.210 MECHANICAL EQUIPMENT. SEE MEP DRAWINGS1.211 NEW GUARDRAIL MIN 36" HEIGHT1.214 NEW OUTDOOR PATIO WITH TILE FLOORING. MAINTAINMINIMUM 2% SLOPE1.215 BUILT-UP ROOFING SYSTEM, PROVIDE MIN. 2% SLOPE.SEE DTL 2/A7.021.216 ROOF DRAIN. SEE SPECS1.217 NEW CLASS "A" FLAT TILE TO MATCH EXISTING. RT-1.SEE SPECS.1.221 NEW EXTERIOR GUTTER. PAINTED TO MATCH EXISTINGHOUSE1.222 BOUNDARY OF EXISTING PATIO. PROVIDE EXPANSIONJOINT1.226 EXISTING ROOF TO REMAIN1.227 NEW ROOF GUTTER1.228 (E) ROOF GUTTER TO REMAIN1.229 NEW EXHAUST FAN1.310 EXHAUST FANS DUCTS. SEE MEP DRAWINGS1.314 KITCHEN ROOF ACCESS26
2A3.11E83GBC5D41A3.13710A629F1T1T2T3T4T5TATBN.I.C1A3.15T0.9T0.7TA.13TA.24TA.15TA.25TA.31TA.7TA-5TA-1T4.8T5.4T5.5T6TB-1TB-2TB-3T1.2T1.6T2.9T4.11A3.14SEE ANNOTATION IN SHEET A1.22 - LEVEL 2 CONSTRUCTION PLANSEE ANNOTATION IN SHEET A1.22 - LEVEL 2 CONSTRUCTION PLANSEE ANNOTATION IN SHEET A1.22 - LEVEL 2 CONSTRUCTION PLANSEE ANNOTATION IN SHEET A1.22 - LEVEL 2 CONSTRUCTION PLAN1A3.16SEE INTERSKY DRAWING SET34' -4"OPEN TO BELOW3A6.074A6.0711112162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:KEYNOTESLEGENDSPROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS3/16" = 1'-0"GLIDEWELL RESIDENCE REMODELA1.23ROOF PLAN2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1ROOF PLAN27
LEVEL 10"LEVEL 210'-11"1A3.138' - 0"LEVEL 0-1'-0"12' - 0"4A6.061A3.16TOP OF CUPOLA34'-4"23' - 10 3/4"24' - 4 1/2"8" 1'-0"8" 1'-0"5 5/8" 1'-0"8" 1'-0"8" 1'-0"111113A6.07114' - 8"RT-1ST-1ST-1(98.75)1134' - 2 1/2"(64.5) -ESTABLISHED GRADELEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"2A3.11LEVEL 0-1'-0"3A6.03TOP OF CUPOLA34'-4"13' - 8"25' - 4 3/4"14A6.071RT-1ST-1(98.75)(64.5) -ESTABLISHED GRADE34' - 2 1/2"11HATCH SYMBOLIZES EXISTING BUILDING CODE:NAME: SAXONY 900 SLATEMANUFACTURER: BORAL ROOFINGTYPE: STANDARD WEIGHTNUMBER: 1FACS6031SIZE: 17" X 13"TILE COLOR: LA TERRA BLENDRT-1RT-1ROOF TILECODE:NAME: COMMERCIAL GRADE - QUIKRETE STUCCOCONTACT: WWW.HOMEDEPOT.COMSIZE: 80LBST-1ST-1STUCCO2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONSAs indicatedGLIDEWELL RESIDENCE REMODELA2.10NORTH & EASTELEVATION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20193/16" = 1'-0"1NORTH ELEVATION3/16" = 1'-0"2EAST ELEVATION28
LEVEL 10"LEVEL 210'-11"2A3.113A6.01LEVEL 0-1'-0"3A6.033A6.067' - 9"7' - 7"TOP OF CUPOLA34'-4"23' - 8"14' - 2"8" 1'-0"8" 1'-0"5 5/8" 1'-0"5 5/8" 1'-0"14A6.071RT-1ST-11ST-111(98.75)(64.5) -ESTABLISHED GRADE34' - 2 1/2"LEVEL 10"LEVEL 210'-11"BASEMENT-14'-6"LEVEL 0-1'-0"TOP OF CUPOLA34'-4"23' - 5"8" 1'-0"8" 1'-0"13A6.071RT-1ST-111(98.75)(64.5) -ESTABLISHED GRADE34' - 2 1/2"HATCH SYMBOLIZES EXISTING BUILDING CODE:NAME: SAXONY 900 SLATEMANUFACTURER: BORAL ROOFINGTYPE: STANDARD WEIGHTNUMBER: 1FACS6031SIZE: 17" X 13"TILE COLOR: LA TERRA BLENDRT-1RT-1ROOF TILECODE:NAME: COMMERCIAL GRADE - QUIKRETE STUCCOCONTACT: WWW.HOMEDEPOT.COMSIZE: 80LBST-1ST-1STUCCO2162 MICHELSON DRIVE, IRVINE, CA, 92612TEL: (949) 222-3579FAX: (978) 367-9437GLINTERIORS@GLIDEWELLDENTAL.COMSHEET NAME:SCALE:ISSUE DATE:CHECK BY:SHEET NUMBER:These drawings, specifications, and copies are the exclusive property of Glidewell Dental Laboratories, Operations Department. They are to be used only with respect to this project. No part of these documents can be copied, transferred or reproduced without written consent from Glidewell Laboratories, Operations Department.DRAWN BY:PROJECT NAME:SITE ADDRESS:PLAN CHECK NUMBER:DH, MA, YAYA, MF3/15/2019REVISION NUMBERREVISION DATEREVISION DESCRIPTION1PLAN CHECK CORRECTIONS1/4" = 1'-0"GLIDEWELL RESIDENCE REMODELA2.11WESTELEVATION &SOUTHELEVATION2300 MESA DRIVE, NEWPORT BEACH, CA, 926602825-201805/17/20191/4" = 1'-0"1WEST ELEVATION1/4" = 1'-0"2SOUTH ELEVATION OF POOL LOGGIA29
• RINKER COMPANY
June 4, 2019
City of Newport Beach
Community Development Department
Planning Division, 100 Civic Center Drive
Post Office Box 1768
Newport Beach, CA 92658
Attn: Zoning Administrator
Re: Glidewell Residence Application
Public Hearing June 13, 2019 at 3:00 pm
~'f:.c-e.1veo l:J ,_..
COMMUNITY
DEVELOPMENT
JUN O 6 2019
Our residence, which we completed in 1967, adjoins the Glidewell residence to the east. We are pleased
to advise that we strongly support whatever additions the Glidewell's plan as they have considerably
added beauty and attractiveness to their residence since their acquisition, and it has enhanced the
enjoyment and value to all residences on Mesa Drive.
We urge the approval of their application as soon as possible. If you have any questions please advise.
Har~~4/4
HSR/tb
MAILING ADDRESS: P.O. BOX 7250 • NEWPORT BEACH, CALIFORNIA 92658-7250
TEL: (714) 979-8300 • FAX: (714) 979-3327
Zoning Administrator - June 13 2019
Item No. 4a - ADDITIONAL MATERIALS RECEIVED
Glidewell Residence (PA2019-053)