HomeMy WebLinkAbout04_MAAT Investments, LLC Residence CDP_PA2021-214
CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
May 26, 2022
Agenda Item No. 4
SUBJECT: MAAT Investments, LLC Residence (PA2021-214)
▪ Coastal Development Permit No. CD2021-054
SITE LOCATION: 62 Linda Isle
APPLICANT: JF Carlson Architects, Inc.
OWNER: MAAT Investments, LLC
PLANNER: Patrick Achis, Assistant Planner
949-644-3237, pachis@newportbeachca.gov
LAND USE AND ZONING
• General Plan Land Use Plan Category: RS-D (Single Unit Residential Detached)
• Zoning District: R-1 (Single-Unit Residential)
• Coastal Land Use Plan Category: RSD-B (Single Unit Residential Detached – 6.0 –
9.9 DU/AC)
• Coastal Zoning District: R-1 (Single-Unit Residential)
PROJECT SUMMARY
A coastal development permit (CDP) to allow the demolition of an existing single-family
residence and the construction of a new two-story 6,937-square-foot residence with
attached 649-square-foot, three-car garage. The project also includes the construction of
landscaping, hardscaping, drainage, site walls, and a reinforced bulkhead cap for protection
against coastal hazards. The design complies with all applicable development standards
and no deviations are requested. All improvements authorized by this CDP will be located
on private property.
RECOMMENDATION
1) Conduct a public hearing;
2) Find this project exempt from the California Environmental Quality Act (CEQA)
pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small
Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Division
6, Chapter 3, because it has no potential to have a significant effect on the
environment and the exceptions to this exemption do not apply; and
3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development
Permit No. CD2021-054 (Attachment No. ZA 1).
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DISCUSSION
Land Use and Development Standards
•The subject property is in the R-1 Coastal Zoning District, which provides for 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
residence and bulkhead. The neighborhood is predominantly developed with two-
story, single-family residences. A vicinity map and oblique aerial image of the
project is available as Attachment No. ZA 2. The proposed design, bulk, and scale
of the development is consistent with the existing neighborhood pattern of
development.
•The proposed single-family dwelling and accessory structures conform to all
applicable development standards, including floor area limit, setbacks, height, and
off-street parking as evidenced by the project plans and illustrated in Table 1 below.
Table 1 – Development Standards
Development Standard Standard Proposed
Setbacks (min.)
Front (Newport Bay) 10 feet 10 feet
Second Front (Linda Isle) 25 feet 25 feet
Sides 4 feet 4 feet
Allowable Floor Area (max.) 10,754 square feet 7,586 square feet
Open Space (min.) 793 square feet 1,054 square feet
Parking (min.) 3-car garage 3-car garage
Height (max.) 24-foot flat roof
29-foot sloped roof
24-foot flat roof
29-foot sloped roof
Hazards
•The development fronts the Newport Bay and is protected by an existing bulkhead.
A bulkhead conditions report was prepared by PMA Consulting, Inc, on October 6,
2021. The reports concluded that the bulkhead is in good condition with minor,
repairable, cracks. The bulkhead will need to be reinforced through the installation
of new tiebacks and new deadmen. The installation of the tiebacks and deadmen
will occur after the demolition of the existing home is complete and prior to the
construction of the new home. Once the bulkhead is reinforced in accordance with
the enclosed drawings, no repair or replacement of the bulkhead is anticipated
within the next 75 years.
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• A Coastal Hazards Report and Sea Level Rise Analysis was prepared for the project
by PMA Consulting, Inc., dated October 6, 2021. The current maximum bay water
elevation is 7.7 feet (NAVD88) and may exceed the existing bulkhead during high
tide or storm events. The report analyzes future sea level rise scenarios assuming a
3.2-foot increase in the maximum water level over the next 75 years (i.e., the life of
the structure). The sea level is estimated to reach approximately 10.9 feet (NAVD88)
- (the likely range for sea level rise over 75-year design life of the structure based on
low risk aversion estimates for sea level rise provided by the State of California, Sea
Level Rise Guidance: 2018 Update). Once the existing bulkhead is reinforced and
capped per the report’s recommendations, flooding, wave runup, and erosion will not
significantly impact this property over the proposed 75-year economic life of the
development. The bulkhead has been designed for adaptability to be raised up to
14.40 feet (NAVD88). As such, no waterproof flashing or curb has been required.
• Demolition of the cantilevered deck and any construction bayward of the property
will require a subsequent approval of a coastal development permit by the
California Coastal Commission. Condition of Approval No. 4 in the draft resolution
requires the Applicant obtain the approval of the additional CDP from the Coastal
Commission prior to issuance of demolition permits for the principal structure.
• The finish floor elevation of the proposed single-family residence is at a minimum
elevation of 11.00 feet (NAVD88), which complies with the minimum 9.00-foot
(NAVD88) elevation standard.
• The property is 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 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.
• Pursuant to Newport Beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv)
(Natural Landform and Shoreline Protection), 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 21.30.015(D)(3)(c) (General Site Planning
and Development Standards). Both requirements are included as conditions of
approval that will need to be satisfied prior to the issuance of building permits for
construction.
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Water Quality
• The property is located adjacent to coastal waters. Pursuant to Section 21.35.030
(Construction Pollution Prevention Plan) of the NBMC, a Construction Pollution
Prevention Plan (CPPP) is required to implement temporary Best Management
Practices (BMPs) during construction to minimize erosion and sedimentation and to
minimize pollution of runoff and coastal waters derived from construction chemicals
and materials. A CPPP has been provided and construction plans, and activities will
be required to adhere to the CPPP.
• Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), due to
the proximity of the development to the shoreline and the development containing
more than 75 percent of impervious surface area, a preliminary Water Quality and
Hydrology Plan (WQHP) is required. The preliminary WQHP was prepared by Core
Civil Engineering. dated August 5, 2021. The WQHP includes a polluted runoff and
hydrologic site characterization, a sizing standard for 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. Construction plans will be reviewed for
compliance with the approved WQHP prior to building permit issuance.
• The project design also addresses water quality through the inclusion of a post-
construction drainage system that includes drainage and percolation features
designed to retain dry weather runoff and minor rain event runoff on-site. Any water
not retained on-site is directed to the City’s storm drain system.
Public Access and Views
• Linda Isle is a private, 107-lot, single-family residential community on a fabricated
island created in 1933 and the existing home on-site was developed in 1969. The
community predates the California Coastal Act and does not provide public access
to the bay or shore. A gated bridge connects the island to the mainland at Bayside
Drive. While Bayside Drive is the first public road paralleling the sea and the project
site is located between Bayside Drive and the Harbor, the project will not affect the
public’s ability to gain access to, use, and/or view the coast and nearby recreational
facilities.
• The closest Public Viewpoint, as designated by the Coastal Land Use Plan
(CLUP), is located approximately 700 feet to the northeast of the property near the
intersection of Bayside Drive and Harbor Island Drive. Additionally, the proposed
residence is located over 1,000 feet to the south of Coast Highway and to the west
of Bayside Drive, which are both CLUP-designated Coastal View Roads. Given
the distance of the proposed development from the Public Viewpoint and Coastal
View Roads, the intervening blocks of existing residential development, and the
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project’s compliance with all development standards, the project will not be visible
in the aforementioned locations.
• NBMC Section 21.30A.040 (Determination of Public Access/Recreation Impacts)
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 replaces an existing single-family residence located on standard R-
1 lot with a new single-family residence. 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.
ENVIRONMENTAL REVIEW
This project is exempt from the California Environmental Quality Act (CEQA) pursuant to
Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of
the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3,
because it has no potential to have a significant effect on the environment.
Class 3 exempts the demolition of up to three single-family residences and additions of
up to 10,000 square feet to existing structures. The proposed project consists of the
demolition of one single-family residence and the construction of a new 6,937-square-
foot residence with attached 649-square-foot, three-car garage. The exceptions to this
categorical exemption under Section 15300.2 are not applicable. The project location
does not impact an environmental resource of hazardous or critical concern, does not
result in cumulative impacts, does not have a significant effect on the environment due to
unusual circumstances, does not damage scenic resources within a state scenic highway,
is not a hazardous waste site, and is not identified as a historical resource.
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. A Notice of Filing was posted to the site by the Applicant
in accordance with Title 21 requirements. Additionally, the item appeared on the agenda
for this meeting, which was posted at City Hall and on the City website.
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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 NBMC. 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:
BMZ/pda
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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05-14-19
RESOLUTION NO. ZA2022-###
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH, CALIFORNIA, APPROVING
COASTAL DEVELOPMENT PERMIT NO. CD2021-054 TO
DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND
CONSTRUCT A NEW TWO (2)-STORY SINGLE-FAMILY
RESIDENCE AND AN ATTACHED THREE (3)-CAR GARAGE
LOCATED AT 62 LINDA ISLE (PA2021-214)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by JF Carlson Architects, Inc. (Applicant), with respect to property
located at 62 Linda Isle and legally described as Lot 62 of Tract 4003, requesting approval
of a coastal development permit (CDP).
2. The Applicant proposed to demolish an existing single-family residence and construct a
new two-story 6,937-square-foot residence with attached 649-square-foot, three-car
garage. The project also includes the construction of landscaping, hardscaping, drainage,
site walls, and a reinforced bulkhead cap for protection against coastal hazards. The
design complies with all applicable development standards and no deviations are
requested. All improvements authorized by this CDP will be located on private property.
3. The subject property is categorized RS-D (Single Unit Residential Detached) by the
General Plan Land Use Element and is located within the R-1 (Single-Unit Residential)
Zoning District.
4. The subject property is located within the coastal zone. The Coastal Land Use Plan
category is RSD-B (Single Unit Residential Detached – 6.0 – 9.9 DU/AC) and it is located
within the R-1 (Single-Unit Residential) Coastal Zone District.
5. A public hearing was held on May 26, 2022, online via Zoom. A notice of time, place, and
purpose of the hearing was given in accordance with the Newport Beach Municipal Code
(NBMC). 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 15303, Division 6, Chapter 3, Guidelines for Implementation of the
California Environmental Quality Act (CEQA) under Class 3 (New Construction or
Conversion of Small Structures), because it has no potential to have a significant effect
on the environment.
2. Class 3 exempts the demolition of up to three (3) single-family residences and additions
of up to 10,000 square feet to existing structures. The proposed project consists of the
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demolition of one (1) single-family residence and the construction of a new 6,937-
square-foot single-family residence with an attached 649-square-foot, three-car garage.
3. The exceptions to this categorical exemption under Section 15300.2 are not applicable.
The project location does not impact an environmental resource of hazardous or critical
concern, does not result in cumulative impacts, does not have a significant effect on the
environment due to unusual circumstances, does not damage scenic resources within
a state scenic highway, is not a hazardous waste site, and is not identified as a historical
resource.
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 21.52.015(F) (Coastal Development Permits, Findings and
Decision) of the NBMC, 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 proposed development complies with applicable residential development standards
including, but not limited to, floor area limitation, setbacks, height, and parking.
a. The maximum floor area limitation is 10,754 square feet and the proposed floor
area is 7,586 square feet.
b. The proposed development provides the minimum required setbacks, which are 10
feet along the property line abutting the Newport Bay, 4 feet along each side
property line and 25 feet along the property line abutting the Linda Isle private drive.
c. The highest guardrail is less than 24 feet from established grade (9.80 feet based
on the North American Vertical Datum of 1988 [NAVD 88]) and the highest ridge is
no more than 29 feet from established grade, which comply with the maximum
height requirements.
d. The project includes garage parking for a total of three (3) vehicles, complying with
the minimum three (3)-car garage parking requirement for single-family residences
with more than 4,000 square feet of habitable floor area.
e. The design of any improvements bayward of the property shall conform with NBMC
Section 21.30C.050 (Harbor Development Regulations). Said improvements will
be reviewed for compliance separately through an Approval In Concept (AIC)
application and will require approval from the California Coastal Commission per
Condition of Approval No. 3.
2. The neighborhood is predominantly developed with two (2)-story, single-family
residences. The proposed design, bulk, and scale of the development is consistent with
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the existing neighborhood pattern of development consistent with applicable
development standards.
3. The development fronts the Newport Bay and is protected by an existing bulkhead. A
bulkhead conditions report was prepared by PMA Consulting, Inc, on October 6, 2021.
The reports concluded that the bulkhead is in good condition with minor, repairable,
cracks. The existing cantilevered deck will need to be demolished and the bulkhead will
need to be reinforced through the installation of new tiebacks and new deadmen. The
installation of the tiebacks and deadmen will occur after the demolition of the existing
home is complete and prior to the construction of the new home. Once the bulkhead is
reinforced in accordance with the enclosed drawings, no repair or replacement of the
bulkhead is anticipated within the next 75 years.
4. A Coastal Hazards Report and Sea Level Rise Analysis was prepared for the project by
PMA Consulting, Inc., dated October 6, 2021. The current maximum bay water elevation
is 7.7 feet (NAVD88) and may exceed the existing bulkhead during high tide or storm
events. The report analyzes future sea level rise scenarios assuming a 3.2-foot increase
in the maximum water level over the next 75 years (i.e., the life of the structure). The sea
level is estimated to reach approximately 10.9 feet (NAVD88) - (the likely range for sea
level rise over 75-year design life of the structure based on low risk aversion estimates for
sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update).
Once the existing bulkhead is reinforced and capped per the report’s recommendations,
flooding, wave runup, and erosion will not significantly impact this property over the
proposed 75-year economic life of the development. The bulkhead has been designed for
adaptability to be raised up to 14.40 feet (NAVD88). As such, no waterproof flashing or
curb has been required.
5. The finish floor elevation of the proposed single-family residence is set at 11.00 feet
(NAVD88), which complies with the minimum 9.00-foot (NAVD88) elevation standard.
6. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv) (Natural Landform and Shoreline
Protection), 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 21.30.015(D)(3)(c) (General
Site Planning and Development Standards). Both requirements are included as
conditions of approval that will need to be satisfied prior to the issuance of building permits
for construction (Condition Nos. 5 and 6).
7. The property is 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.
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8.As the property is adjacent to coastal waters, a Construction Pollution Prevention Plan
(CPPP) was provided to implement temporary Best Management Practices (BMPs) during
construction to minimize erosion and sedimentation and to minimize pollution of runoff and
coastal waters derived by construction chemicals and materials. The project design also
addresses water quality through the inclusion of a post-construction drainage system that
includes drainage and percolation features designed to retain dry weather and minor rain
event runoff on-site. Any water not retained on-site is directed to the City’s storm drain
system.
9.Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), due to the
proximity of the development to the shoreline and the development containing more than
75 percent of impervious surface area, a preliminary Water Quality and Hydrology Plan
(WQHP) is required. The preliminary Hydrology Report was prepared by Core Civil
Engineering. dated August 5, 2021. The WQHP includes a polluted runoff and hydrologic
site characterization, a sizing standard for 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. Construction plans will be reviewed for compliance with the approved
WQHP prior to building permit issuance.
10.Proposed landscaping complies with NBMC Section 21.30.075 (Landscaping).
Condition of Approval No. 23 is included that requires drought-tolerant species. Prior to
issuance of building permits, the final landscape plans will be reviewed to verify invasive
species are not planted.
11.The closest Public Viewpoint, as designated by the Coastal Land Use Plan (CLUP), is
located approximately 700 feet to the northeast of the property near the intersection of
Bayside Drive and Harbor Island Drive. Additionally, the proposed residence is located
over 1,000 feet to the south of Coast Highway and to the west of Bayside Drive, which
are both CLUP-designated Coastal View Roads. Given the distance of the proposed
development from the Public Viewpoint and Coastal View Roads, the intervening blocks
of existing residential development, and the project’s compliance with all development
standards, the project will not be visible in the aforementioned locations.
12.As a bayfront property, the west elevation of the new development will be visible from
the water. The design complies with all required setbacks which minimizes the
appearance of building bulk and the design uses architectural treatments which will
enhance views from the water.
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.
Facts in Support of Finding:
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1.Linda Isle is a private, 107-lot, single-family residential community on a fabricated island
created in 1933 and the existing home on-site was developed in 1969. The community
predates the California Coastal Act and does not provide public access to the bay or shore.
A gated bridge connects the island to the mainland at Bayside Drive. While Bayside Drive
is the first public road paralleling the sea and the project site is located between Bayside
Drive and the Harbor, the project will not affect the public’s ability to gain access to, use,
and/or view the coast and nearby recreational facilities.
2.Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation
Impacts) 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 replaces an existing single-family residence located on standard R-1 lot
with a new single-family residence. 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.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1.The Zoning Administrator of the City of Newport Beach hereby finds this project is
categorically exempt from the California Environmental Quality Act pursuant to Section
15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA
Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has
no potential to have a significant effect on the environment. The exceptions to this
categorical exemption under Section 15300.2 are not applicable. The project location
does not impact an environmental resource of hazardous or critical concern, does not
result in cumulative impacts, does not have a significant effect on the environment due
to unusual circumstances, does not damage scenic resources within a state scenic
highway, is not a hazardous waste site, and is not identified as a historical resource.
2.The Zoning Administrator of the City of Newport Beach hereby approves Coastal
Development Permit No. CD2021-054, subject to the conditions set forth in Exhibit “A,”
which is attached hereto and incorporated by reference.
3.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 NBMC. 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.
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PASSED, APPROVED, AND ADOPTED THIS 26TH DAY OF MAY, 2022.
____________________________
Jaime Murillo, 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. The existing seawall shall be reinforced and capped to 10.9 feet (NAVD88) minimum in
accordance with the recommendations provided in the Coastal Hazards Report and Sea
Level Rise Analysis prepared by PMA Consulting, Inc. and as identified in the approved
plans.
3. This CDP does not authorize any development bayward of the private property.
4. Prior to building permit issuance, the Applicant shall obtain approval from the California
Coastal Commission for any improvements or construction bayward of the property,
including, but not limited to, demolition of the cantilevered deck.
5. Prior to final building permit inspection, an agreement in a form approved by the City
Attorney between the property owner and the City shall be executed and recorded
waiving rights to the construction of future shoreline protection devices including the
repair and maintenance, enhancement, reinforcement, or any other activity affecting the
bulkhead, that results in any encroachment seaward of the authorized footprint of the
bulkhead or other shoreline protective device. The agreement shall be binding against
the property owners and successors and assigns.
6. 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. This letter shall be scanned into the plan set prior to building permit issuance.
7. 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. No demolition or construction materials shall be stored on
public property.
8. This approval does not authorize any new or existing improvements (including
landscaping) on State tidelands, public beaches, or the public right-of-way.
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9. 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.
10. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall
be implemented prior to and throughout the duration of construction activity as
designated in the Construction Erosion Control Plan.
11. 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.
12. 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. Stockpiles 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.
13. 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.
14. Revisions to the approved plans may require an amendment to this Coastal
Development Permit or the processing of a new coastal development permit.
15. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
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.
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Zoning Administrator Resolution No. ZA2022-###
Page 9 of 10
02-03-2020
17. This CDP 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 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.
19. 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.
20. Prior to issuance of a building permit, a copy of the Resolution, including conditions of
approval Exhibit “A” shall be incorporated into the Building Division and field sets of
plans.
21. Prior to issuance of a building permit, 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.
22. Prior to issuance of building permits, the final WQHP/WQMP shall be reviewed and
approved by the Building Division. Implementation shall comply with the approved CPPP
and WQHP/WQMP and any changes could require separate review and approval by the
Building Division.
23. 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.
24. 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.
25. 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.
26. 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 the current
property owner or agent.
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Zoning Administrator Resolution No. ZA2022-###
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02-03-2020
27. This Coastal Development Permit No. CD2021-054 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 NBMC, unless an extension is otherwise granted.
28. 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 MAAT Investments, LLC Residence including, but not limited to, Coastal
Development Permit No. CD2021-054 (PA2021-214). 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 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
18
VICINITY MAP
Coastal Development Permit No. CD2021-054
PA2021-214
62 Linda Isle
Subject Property
Subject Property
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Attachment No. ZA 3
Project Plans
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CLLOT 62TRACT NO. 4003M.M. 188/13-19LOT 63LOT 61HUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMAUDOMIRAF
RFESSONALLANDURVEYO
GRAPHIC SCALEVICINITY MAP22
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TITLE SHEETC-1SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PROJECT ADDRESS21078MERCY CORDERO62 LINDA ISLENEWPORT BEACH, CA 92660TEL. (---) -------PLANS PREPARED BY:234PRECISE GRADING PLANFOR62 LINDA ISLE NEW HOUSE62 LINDA ISLE, NEWPORT BEACH, CA 926601. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIALREQUIREMENTS OF THE PERMIT.2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE.3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD.4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYSAND HOLIDAYS PER SECTION 10-28 OF THE NBMC.5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC.6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES.8. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THEGRADING OPERATION.9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDINGOFFICIAL.10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALLCONFORM WITH CHAPTER 15 OF THE NBMC.11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS.12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALLRESULT IN A "STOP WORK" ORDER.13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS.14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORMDRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE.1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THEPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGNPROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THISPROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.2. IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, THESIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND WILL HAVE NO RESPONSIBILITY AS TO THE FINAL CONSTRUCTEDPROJECT. THE SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED DURING THECONSTRUCTION OF THIS PROJECT, IF THE STAKING HAD BEEN DONE BY THE SURVEY CREW UNDER HIS DIRECT SUPERVISION.3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OFAVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECTTHE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF,AND ANY DAMAGE TO THESE LINES OR STRUCTURES.SHEET INDEXTITLE SHEETC-1PRECISE GRADING & DRAINAGE PLANC-2SECTIONS & DETAILS C-3EROSION CONTROL PLANC-4SOIL RECOMMENDATIONC-5EARTH WORK QUANTITYCUT111 C.Y.FILL53 C.Y.IMPORTXX C.Y.EXPORTN/A C.Y.OVEREXCAVATION AND RECOMPACTION111 C.Y.LOT SIZE:8,725 SQ-FTTOTAL IMPERVIOUS AREA:7,227 SQ-FTNOTE:QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY.SECTION 4216 / 4217 OF THE GOVERNMENTC O D E R E Q U I R E S A D I G A L E R TIDENTIFICATION NUMBER BE ISSUED BEFOREA "PERMIT TO EXCAVATE" WILL BE VALID.FOR YOU DIG ALERT I.D. NUMBER CALLU ND ER G RO U ND SE RV IC E A LER T.TOLL FREE 1-800-422-4133(TOW WORKING DAY BEFORE YOU DIG)1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADEDGROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGEFACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADINGPLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION.2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIESOF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING ANDTHEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTENAPPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOBSPECIFICATIONS.3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THESITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONSINCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THEINTENDED USE AS AFFECTED BY GEOLOGIC FACTORS.VICINITY MAPNOT TO SCALEGENERAL NOTESEROSION CONTROLREQUIRED INSPECTIONSGRADING FILLS/CUTS1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TESTMETHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET INVERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TOPLACING OF THE FILL.5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED.7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILSENGINEER.8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECTEACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF,SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL INEACH RESPECTIVE CANYON.9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE.10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THESOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TOFACILITATE TESTING.11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT.12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC.13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANYSTABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THEENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL.14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST ANDSOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENTPRIOR TO CONSTRUCTION.15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TOTHE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION.16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELYFRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILSENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED.17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING.18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THEENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVEDGRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORKAND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDINGDEPARTMENT FOR APPROVAL.1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15.2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15.3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THEFIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THEWORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT.4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT.1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER,GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES.REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THEFOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR ORTHEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.DOCUMENTATIONNOTE1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TOOBSERVE COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOUSHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY, AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKDEPARTMENT.NOTICE TO CONTRACTORNOTE TO SURVEYORADDITIONAL NOTEPUBLIC WORKS NOTESURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTEDTO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSET BEFORE STARTING GRADING.1. LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON THE ADJACENT PROPERTIES AND SUBMIT RESULTS WITH AREPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING ANDWEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED.2. IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS DURINGSHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING.3. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER BY CERTIFIED MAIL 10 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATIONWORK.1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING PERMIT FINAL CAN BE ISSUED. AT THETIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEWCONCRETE SIDEWALK, CURB AND GUTTER, AND ALLE/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIESINFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITHBOX AND LID WILL BE REQUIRED. 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 WORK INSPECTOR.3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARDIMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.4. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWERCONTRACTOR OR AN "A" LICENSED GENERAL ENGINEERING CONTRACTOR.5. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN "A"LICENSED GENERAL ENGINEERING CONTRACTOR.1. SHEET PILES ARE NOT PERMITTED FOR SHORING DUE TO POTENTIAL DAMAGE TO ADJACENT PROPERTIES.2. EXCAVATIONS AND SHORING SHALL BE MADE ENTIRELY WITHIN THE PROPERTY LINES.3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATION DEEPER THAN 5' AND FOR SHORING AND/OR UNDERPINNING.4. LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON ADJACENT PROPERTIES AND SUBMIT RESULTS WITH AREPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING ANDWEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED.5. IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONSDURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING6. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING ANY EXCAVATION WORK (CIVILCODE SECTION 832). PROOF OF CERTIFIED MAIL SHALL BE PROVIDED PRIOR TO ISSUANCE OF GRADING PERMIT.7. NON-CANTILEVERED RETAINING WALLS MUST BE SHORED UNTIL THE BRACING ELEMENT(S) IS IN PLACE.SHORING NOTESOWNERMERCY CORDERO62 LINDA ISLENEWPORT BEACH, CA 92660PHONE: (XXX)-XXX-XXXXARCHITECTJF CARLSON ARCHITECTS, INC.2300 CLIFF DRIVENEWPORT BEACH, CA 92663PHONE: (949)-645-3051CONTACT: JAMES F. CARLSON, PEEMAIL: JFCARLSON@ROADRUNNER.COMSTRUCTURAL ENGINEERCORE CIVIL, INC.23172 PLAZA POINTE DRIVE, SUITE #145LAGUNA HILLS, CA 92653PHONE: (949)-954-7244CONTACT: CYNTHIA QIAN, PEEMAIL: CYNTHIA@CORESTRUCTURE.COMSOIL ENGINEERAPPLIED GEOTECHNICAL, INC.27624 PORTOLA PARKWAY, SUITE 201FOOTHILL RANCH, CA 92610PHONE: (949)305-6466FAX: (949)951-2102EMAIL: INFO@APPLIEDGEOTECHNICALINC.COMSURVEYOR:APAX LAND SURVEYING INC.HUNTINGTON BEACH, CA 92646PHONE: (714) 488-5006FAX: (714) 333-4440EMAIL: APAXLSINC@GMAIL.COMCIVIL ENGINEERCORE CIVIL, INC.23172 PLAZA POINTE DRIVE, SUITE #145LAGUNA HILLS, CA 92653PHONE: (949)-954-7244CONTACT: AMIR DEIHIMIPHONE: AMIR@CORESTRUCTURE.COMLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OFORANGE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:LOT 62 OF TRACT NO. 4003 AS SHOWN ON A MAP RECORDED IN BOOK 188,PAGES 13 TO 19 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY.APN: 050-471-51BASIS OF BEARINGTHE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE188/13-19.BENCH MARKBENCHMARK NO: NB4-39-77DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISKSTAMPED "NB4-39-77", SET IN THE NORTHEAST CORNER OF A 4.3 FT.BY 4.8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THESOUTHEAST CORNER OF THE INTERSECTION OF BAYSIDE DRIVE AND HARBORISLAND DRIVE, 64.6 FT. EASTERLY OF THE CENTERLINE OF HARBOR ISLANDDRIVE AND 38 FT. SOUTHERLY OF THE CENTERLINE OF BAYSIDE DRIVE.MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED 2011Site33
CLLOT 62TRACT NO. 4003M.M. 188/13-19LOT 63LOT 6114'0.5%SPA PERSEPARATEPERMIT10.32 FS10.32 FS10.89 FS10.88 FS10.88 FS10.48 FS10.88 FS10.38 FS10.25 FS10.25 FS10.33 FSSDSD8.45TG7.45 INV8.45 TG7.45 INV2%2%2%10.19 TG9.44 INV2%2%2%2%(10.73) FG(10.64) FG3%10.16 FS10.16 FS10.81 TG9.34 INV10.61 TG9.14 INV10.20 TG8.59 INVEXISTING WATERMETER TO REMAIN,PROTECT IN PLACEDRAIN BOX W/ FILTER INSERTSEE DETAIL HEREONEXISTING WALL TO REMAIN,PROTECT IN PLACEEXISTING WALL TO REMAIN,PROTECT IN PLACES=0.01SDSDSDSDSDSDSD10.04 TG5.05 INV16.15 TW10.62 FS10.35 TW8.25 INV10.35 TG7.02 INV2%S=0.01S=0.01S=0.01(10.28) FGNEW WALL5%S=0.9%S=5%10.63 HP2%2%2%2%2%2%2%10.20 FL10.74 HPS=0.0110.35 FLSDSDSDSDSDSDSDSD1195666666788S=0.0110.19 TG4.47 INV4.47 INVPLANTER BOX 204 sqft H=4.95'TG=10.05' INV=5.10SDSDSDSDS=0.019910128.51 FS10.90 TCNAVD884'8.51 FS(8.51) FSLIMIT OF GRADINGLIMIT OF GRADING16.19 TW(10.74)FG16.19 TW(10.19) FS(16.54) TW( 10.74) FG(16.13) TW( 10.73) FG4'-1.6"12.01TOP OF NEW HANDRAIL1313498DSDSDSDSDSDSDSDSDSDSSDSDSD10.25 FS10.25 FS2%10.90 TCNAVD8810.14 FSC-2PRECISE GRADING PLANSCALE 1"= 8'- SLAB SHOULD BE UNDERLAIN BY 2-IN SAND AND 4-IN GRAVEL SUBGRADE.- CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/ OR UNDERPINNING- CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND SURING REMOVEL OF SHORING.- ANY CHANGES TO THE HARDSCAPE / LANDSPACE MUST BE INDICATED ON A REVISED PRECISE GRADING PLAN, APPROVED BY THE CITY, AND MAY TRIGGER A WATER QUALITY MANAGEMENT PLAN (WQMP) CONSISTENT WITH THE MODEL WQMP, EXHIBIT 7.II.SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PLANS PREPARED BY:CONSTRUCTION NOTE1. INSTALL 4" DIA. SDR 35 OR SCH 40 PIPE DRAIN SYSTEM.2. INSTALL 6" DIA. SCH 80 PIPE DRAIN SYSTEM.3. EXISTING DRIVEWAY TO RECONSTRUCT WHERE INSTALL NEW PIPE.4. INSTALL NEW SEWER CLEAN OUT PER CITY STD.406.5. EXISTING DRIVEWAY IMPROVEMENTS TO REMAIN, PROTECT IN PLACE.6. INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL.7. INSTALL TRENCH DRAIN ON CONCRETE DECK.8. CONSTRUCT NEW BUILDING WITH EXISTING FOUNDATION.9. INSTALL 6" C.I. PIPE.10. INSTALL PLANTER BOX DETAIL ON SHEET 3.11. INSTALL STORM DRAIN LIFT STATION ON SHEET 3.12. INSTALL 12'' X 12'' OVERFLOW CATCH BASIN.13. EXISTING MAX. WALL HEIGHT 42"FROM (E) GRADE TO REMAIN, PROTECT IN PLACEEXISTING UTILITY TO BE VERIFIED ON SITE.EXISTING CONTOURPROPOSED CONTOURSPOT ELEVATIONPROPOSED HARDSCAPEPROPOSED STORM DRAINPROPOSED SUB DRAINEXISTING WALLPROPOSED LANDSCAPEPROPOSED WALLFLOW LINEPROPERTY LINE SURFACE SLOPESTORM DRAIN SLOPE PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR INV INVERT OF PIPE TG TOP OF GRATE PL PROPERTY LINE TW TOP OF WALL TF TOP OF FOOTING TRC TOP OF ROOLED CURB WF WATER SURFACE HP HIGH POINT GFF GARAGE FINISH FLOORSDSUBPRECISE GRADING PLANSCALE 1"= 8'1684042BENCH MARKBENCHMARK NO: NB4-39-77DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISKSTAMPED "NB4-39-77", SET IN THE NORTHEAST CORNER OF A 4.3 FT.BY 4.8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THESOUTHEAST CORNER OF THE INTERSECTION OF BAYSIDE DRIVE AND HARBORISLAND DRIVE, 64.6 FT. EASTERLY OF THE CENTERLINE OF HARBOR ISLANDDRIVE AND 38 FT. SOUTHERLY OF THE CENTERLINE OF BAYSIDE DRIVE.MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED 201134
18" RECESSNDS TYPE GRATE PER PLANOR APPROVED EQUALCONCRETE PAVEMENT4"TYP.4"MIN4"MIN12" OR 58" REBARCHANNEL FOOTNDS CHANNEL PER PLANOR APPROVED EQUALNDS GALVANIZED STEEL FRAMEOR APPROVED EQUALCHANNEL DRAINDETAILNOT TO SCALE134CRUSHEDROCKDRAIN PERFORATION@ BOTTOMFILTER CLOTH LAP12" @ TOP12"18"4" CONCRETE6" TOP SOILPERFORATED DRAIN TRENCHDETAILNOT TO SCALE2BUILDING FACE1"1"1% MIN.DOWNSPOUT PER ARCHITECT'S PLANDOWNSPOUT EXTENSIONATTACHED W/ (1) SCREWEACH SIDE"N.D.S." BLACK 4" ROUND GRATEDOWNSPOUT ADAPTER NDS 903OR PIPE INCREASER ATTACHMENTNDS 407PVC RISER (LENGTH VARIES)FINISH GRADEPVC SDR 35 OR SCHED 40DOWNSPOUTDETAILNOT TO SCALEBUILDING FACEFINISH GRADECOBBLE OR SPLASH BLOCK3FF4"MINCONCRETEPADWIDTHPER PLAN8"MINPADFFWEEPSCREEDWEEPSCREED2%MIN5%MINBUILDING DRAINAGEDETAILNOT TO SCALEFF4"MIN.CONCRETEPADWIDTHPER PLAN8"MINPADWEEPSCREED2%MIN5%MINBUILDING DRAINAGEDETAILNOT TO SCALEFFWEEPSCREED2%MIN2%MIN5%MINWIDTHPER PLANWIDTHPER PLAN5%MINLINDAISLE2%0.5%FF=11.00'5.007.009.0011.00EXIST FLOORAND PROPSED FLOOR13.0015.00EXCAVATION11EXIST SURFACEEXIST SURFACE17.005.007.009.0011.0013.0015.0017.002%EX. DECK3'0.5%5.007.009.0011.00EXIST FLOORAND PROPSED FLOOR13.0015.00EXCAVATION112%EXIST SURFACE17.005.007.009.0011.0013.0015.0017.00FF=11.00'2%2%EXIST WALL TO REMOVEEXIST FENCE WALLPROTECT IN PLACE2%2%1'EXCAVATIONADDED FLOOR3'SECTIONS & DETAILSC-3SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PROJECT ADDRESS21078MERCY CORDERO62 LINDA ISLENEWPORT BEACH, CA 92660TEL. (---) -------PLANS PREPARED BY:234SECTION B-BSCALE 1"=8'SECTION A-ASCALE 1"=8'PRECAST CONCRETE BY12"MINT.G.PER PLANCHRISTY CONCRETE PRODUCTSMODEL NO. U22 OR EQUIV.INLET PIPE24''x24'' CATCH BASINFINISH SURFACE1" MINFloGard +PLUS MODELFGP-24F8,W/ FOSSIL ROCKPORCHES, INSTALLED PERMANUFACTURER'SRECOMMENDATIONS12"3"UNIFORM MIX OF SAND AND ORGANIC MATERIALSUCH AS COMPOST: MINIMUM INFILTRATION RATEWATERPROOF MEMBRANE3" MULCHSPECIFICATION 68-1.025CLASS 2 PERMEABLE MATERAL PER CALTRANSOVERFLOW 4" PVC PERFORATED PIPE1.25' NONWOVEN GEOTEXTILE MEMBRANEATRIUM DRAIN18"TO CURB DRAINVARIOUS PER GRADING PLAN 3.86'MIN5.00TW10.05TW10.50INV8.25INV5.10SPLASHBLOCKCOBBLE ORPIPE3" FREEBOARD10435
DETAILNOT TO SCALEPUBLIC ROAD30' MIN6"MIN12' MINFILTER FABRIC6" THICK 34" AGGREGATE BASEINSTALL TWO TRACK OUTPLATESR20"SECTION A-AAAGRAVEL BAGS (TYP.) MIN. 5"THICK4"TYP.2 BAGS MINGRAVEL BAGSGRAVEL BAG FOR INLETSNOT TO SCALEFIBERROLLSINSTALL A FIBER ROLL NEAR SLOPEWHERE IT TRANSITIONS INTO A STEEPERSLOPENOTE:INSTALL FIBER ROLL ALONG A LEVELCONTOUR.VERTICAL SPACING
MEASURED ALO NG THE FACEOF THE SLOPE VARIESBETWEEN 10' AND 20'FIBER ROLL 8"MINSLOPE VARIES34" X 34" WOOD STAKESMAX 4' SPACING12" MIN2" MIN4" MAXFIBER ROLLSDETAILNOT TO SCALE4' MAX4' MAX4' MAX4' MAXPROPOSED GRADEEXISTING GRADE20' MIN.8"MIN.34" - 1" ROCKPROFILEPLANEXIST GROUND20' MIN.12'MIN.34" - 1" ROCKSTABILIZED CONSTRUCTION ENTRANCENOT TO SCALESTEEL PLATESE-5CLSDSDSDSDSDEXISTING WATERMETER TO REMAIN,PROTECT IN PLACEEXISTING WALL TO REMAIN,PROTECT IN PLACEEXISTING WALL TO REMAIN,PROTECT IN PLACES=0.01SDSDSDSDSDSDS=0.01S=0.01S=0.01NEW WALLS=0.9%S=0.9%S=0.5%S=5%S=0.01S=0.01SDSDWM-3WM-4WM-5WM-8WM-9WM-1WM-2SE-5SE-5SE-10SE-10SE-10SE-10SE-10SE-10SE-10S=0.01PLANTER BOX 204 sqft H=4.95'SDSDSDSDSDS=0.01LIMIT OF GRADINGLIMIT OF GRADINGSDEROSION CONTROL PLANC-4EROSION CONTROL PLANSCALE 1" = 8'SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PLANS PREPARED BY:EC-1 SCHEDULINGSCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION.SE-5 FIBER ROLLSINSTALL WHERE SHOWN ON PLAN.SE-7 STREET SWEEPING AND VACUUMINGSTREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS.WE-1 WIND EROSION CONTROLWATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE ON THE ROUGH GRADED PADSAND ANY STOCKPILE AREAS.TC-1 STABILIZED CONSTRUCTION EXITRUMBLE RACK SHALL BE PLACED ON THE DRIVEWAY TO ENSURE THAT ALL VEHICLES LEAVING THE SITEPASS OVER THE DEVICES BEFORE ENTERING THE PUBLIC STREET.NS-6 ILLICIT CONNECTION / ILLEGAL DISCHARGECONTRACTOR SHALL REPORT ILLICIT CONNECTIONS OR ILLEGALLY DUMPED MATERIALS ON SITE TO THERESIDENT ENGINEER IMMEDIATELY AND CONTRACTOR SHALL TAKE NO FURTHER ACTION UNTIL THERESIDENT ENGINEER PROVIDE A RESPONSE/NS-7 POTABLE WATER / IRRIGATIONEXCISE CARE DURING CONSTRUCTION TO PREVENT NON-STORMWATER DISCHARGES.NS-8 VEHICLE AND EQUIPMENT CLEANINGNS-9VEHICLE AND EQUIPMENT FUELINGNS-3 PAVING AND GRADING OPERATIONSAPPLY PARAMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER DISCHARGE.NS-10VEHICLE AND EQUIPMENT MAINTENANCE ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE.NS-12 CONCRETE CURINGAPPLIES TO ALL CONCRETE CONSTRUCTION.NS-13 CONCRETE FINISHINGAPPLIES TO ALL CONCRETE CONSTRUCTION.ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE.ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE.NS-1 WATER CONSERVATION PRACTICESMAINTAIN WATER EQUIPMENT TO PREVENT NON-STORMWATER DISCHARGES.WM-3 STOCKPILE MANAGEMENTMATERIALS STOCKPILES SHALL BE SURROUNDED BY A TEMPORARY SEDIMENT BARRIER AND COVERED TOMAINTAIN DUST CONTROL.WM-4 SPILL PREVENTION AND CONTROLAMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. EMPLOYEE SHALL BEEDUCATED ON THE CLASSIFICATION OF SPILLS AND APPROPRIATE RESPONSES.WM-5 SOLID WASTE MANAGEMENTWM-8 CONCRETE WASTE MANAGEMENTWM-2MATERIAL DELIVERY AND STORAGEMATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTION.WM-9 SANITARY / SEPTIC WASTE MANAGEMENTON-SITE FACILITY SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THEPROJECT.AN ON-SITE CONCRETE WASHOUT AREA SHALL BE CONSTRUCTED, USED, AND DISPOSED OF IN A MANNERWHICH MEETS THE REQUIREMENT OF THE CITY.SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN APPROPRIATE CONTAINERS. FULLCONTAINERS SHALL BE DISPOSED OF PROPERLY.WM-1MATERIAL USEMATERIALS SHALL BE STORED ON-SITE IN ORIGINAL MARKED CONTAINERS AND COVERED FROM RAIN ANDWIND. MATERIAL INVENTORY SHALL CONSIST OF SUPPLY REQUIRED FOR A FEW DAYS.SCALE 1"= 8'168404236
EROSION CONTROL PLANC-5SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: 62 LINDA ISLE 62 LINDA ISLENEWPORT BEACH, CA 92660PROJECT ADDRESS21078MERCY CORDERO62 LINDA ISLENEWPORT BEACH, CA 92660TEL. (---) -------PLANS PREPARED BY:23437
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