HomeMy WebLinkAbout10_Garg Duplex Coastal Development Permit_PA2017-224CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
SUBJECT:
Garg Duplex (PA2017-224)
Coastal Development Permit No. CD2017-097
SITE LOCATION:
506 Clubhouse Avenue
APPLICANT:
Eric Trabert, Architect
OWNER:
Sushil Garg
PLANNER:
Gregg Ramirez, Principal Planner
949- 644-3219, gramirez@newportbeachca.gov
GENERAL PLAN/ZONING DISTRICT
• General Plan: RT (Two -Unit Residential)
• Zoning District: R-2 (Two -Unit Residential)
• Coastal Land Use Category: Two -Unit Residential (RT -D)
• Coastal Zoning District: R-2 (Two -Unit Residential)
PROJECT SUMMARY
February 15, 2018
Agenda Item No. 10
Request for approval of a Coastal Development Permit (CDP) to allow the demolition of an
existing single-family residence and attached garage and the construction of a new 4,671
square foot, three-story duplex and two attached 2 -car garages totaling 881 square feet.
The project also includes hardscape and drainage. The proposed residence complies with
all applicable development standards including height, setbacks, and floor area limits. 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 15303 under Class 3 (New Construction or Conversion of Small
Structures, 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. CD2017-097 (Attachment No. ZA 1).
oami2on
1
Garg Residence CDP
Zoning Administrator, February 15, 2018
Page 2
Land Use and Development Standards
• The subject property is located in the R-2 Coastal Zoning District, which provides for
single or two -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 Appeal Area.
The property currently consists of one legal lot developed with a single family home
and detached garage. The residential neighborhood to the north, south, and west
is predominantly developed with two -and three-story, single-family residences and
duplexes. Commercial development is located across the alley to the east. 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 property is located in an area eligible for a Categorical Exclusion. However, the
proposed duplex exceeds the 1.5 floor area limit identified in Categorical Exclusion
Order (CEO) CE-5-NPB-16-1. The development otherwise complies with all other
applicable CEO limits and standards. Additionally, the proposed residence conforms
to all applicable development standards (see below) and height measured from 9.00
feet (North American Vertical Datum of 1988) as the established grade.
• The proposed duplex 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.
TmpIC 10/10/17
Table t — Development Standards
Development Standard
Standard
Proposed
Setbacks min.
Front
5 feet
5 feet
Sides
4 feet
4 feet
Rear
5 feet
5 feet
Allowable Floor Area
5,813 square feet
5,641 square feet
Allowable 3`d Floor Area
436 square feet
433 square feet
Open Space
436 square feet
441 square feet
Parking
2 spaces per unit (1 in
garage)
2 garage spaces per unit
Height
24 feet flat roof
29 feet sloped roof
24 feet flat roof
29 feet sloped roof
TmpIC 10/10/17
Garg Residence CDP
Zoning Administrator, February 15, 2018
Page 3
ILF.iMOM
The property is not located on the shoreline. The finished floor elevation of 9.00 feet
North American Vertical Datum (NAVD) complies with the minimum 9 -feet (NAVD)
standard.
• 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.
Water Quality
• The property is located more than 200 feet from the shoreline. Project design
addresses water quality with a construction erosion control plan and a post
construction drainage system that includes drainage and percolation features 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.
Public Access
• The project site is not located between the nearest public road and the sea or
shoreline and will not change or affect the public's ability to gain access to, use,
and/or view the coast and nearby recreational facilities. The project design complies
with setbacks, height limitations, and floor area limitations.
• The subject property is not located near a Public View Point or Coastal View
Roads, as designated in the Coastal Land Use Plan. Due to the distance of the
proposed development from public views, the pattern of surrounding development
and, the project's compliance with height and setbacks, the project will not impact
coastal views.
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, Chapter 3, because it has no
potential to have a significant effect on the environment. The Class 3 exemption includes
the construction of limited numbers of new, small structures, including one duplex. The
TmpIC 10/10/17
Garg Residence CDP
Zoning Administrator, February 15, 2018
Page 4
exemption also allows the demolition of single-family home. The proposed project includes
the demolition of one single-family home and the construction of a new duplex.
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:
Gregg mirez
Principal Planner
gbr
Attachments: ZA 1 Draft Resolution
ZA 2 Vicinity Map
ZA 3 Project Plans
Tmp1C. 10/10/17
.y.
Attachment No. ZA 1
Draft Resolution
08/17/2017
RESOLUTION NO. ZA2018-###
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING COASTAL
DEVELOPMENT PERMIT NO. CD2017-097 TO DEMOLISH AN
EXISTING SINGLE FAMILY RESIDENCE AND CONSTRUCT A
NEW DUPLEX AND TWO ATTACHED 2 -CAR GARAGES
LOCATED AT 506 CLUBHOUSE AVENUE (PA2017-224)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
An application was filed by Eric Trabert, Architect, with respect to property located at 506
Clubhouse Avenue, requesting approval of a coastal development permit.
2. The lot at 506 Clubhouse Avenue is legally described as Lot 1, Block 532, Canal Section,
Northerly Half 34th Street, Abandoned.
3. The applicant is requesting approval of a Coastal Development Permit (CDP) to allow the
demolition of an existing duplex and attached garage and the construction of a new 4,671
square foot, three-story duplex and two attached 2 -car garages totaling 881 square feet.
The project also includes hardscape and drainage. The project complies with all applicable
development standards and no deviations are requested.
4. The subject property is designated RT (Two -Unit Residential) by the General Plan Land
Use Element and is located within the R-2 (Two -Unit Residential) Zoning District.
5. The subject property is located within the coastal zone. The Coastal Land Use Plan
category is RT -D (Two -Unit Residential Detached) and is located within the R-2 (Two -Unit
Residential) Coastal Zone District.
6. A public hearing was held on February 15, 2018, 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.
This project is categorically exempt pursuant to Title 14 of the California Code of
Regulations Section 15303 , Article 19 of 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.
t2 -2t-2017
Zoning Administrator Resolution No. ##1##
Paqe 2 of 6
2. Class 3 exempts the construction of limited numbers of new, small structures, including
one duplex. The proposed projects consists of the demolition of one single family
residence and the construction of a new duplex located in the R-2 Coastal Zoning
District.
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 21.52.015 (Coastal Development Permits, 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 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 5,813 square feet and the proposed floor area
is 5,641 square feet.
b. The proposed development provides the minimum required setbacks, which are 5
feet along the front property line abutting Clubhouse Avenue, 4 feet along each
side property line and 5 feet along the rear property line abutting the alley.
C. The highest guardrail is less than 24 feet from established grade (9.00 feet
NAVD88) 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 four vehicles, complying with the
minimum two -car parking requirement (minimum one space in a garage and one
covered space per unit) for duplexes.
2. The neighborhood is predominantly developed with two- and three-story, single-family
residences and a commercial building across the alley. The proposed design, bulk, and
scale of the development is consistent with the existing neighborhood pattern of
development and expected future development.
3. The property is not located on the shoreline. The finished floor elevation of the proposed
dwelling is 9.00 feet North American Vertical Datum of 1988 (NAVD88), which complies
with the minimum 9.00 feet (NAVD88) elevation standard.
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)
iz-zi-zon
Zoning Administrator Resolution No. ##1##
Paqe 3 of 6
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 property is not located within 200 feet of the shoreline. The project design addresses
water quality with a construction erosion control plan and 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.
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 not located between the nearest public road and the sea or shoreline
and will not change or affect the public's ability to gain access to, use, and/or view the
coast and nearby recreational facilities. The project design complies with setbacks, height
limitations, and floor area limitations.
2. The subject property is not located near a Public View Point or Coastal View Roads, as
designated in the Coastal Land Use Plan. Due to the distance of the proposed
development from public views, the pattern of surrounding development and, the
project's compliance with height and setbacks, the project will not impact coastal views.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal
Development Permit No. CD2017-097, subject to the conditions set forth in Exhibit "A,"
which is attached hereto and incorporated by reference.
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.
12-21-2017
g
Zoning Administrator Resolution No. ####
Paqe 4 of 6
PASSED, APPROVED, AND ADOPTED THIS 15TH DAY OF FEBRUARY, 2018.
Patrick J. Alford, Zoning Administrator
12-21-2017
9
Zoning Administrator Resolution No. ##1##
Paqe 5 of 6
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. 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.
3. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall
be implemented prior to and throughout the duration of construction activity as
designated in the Construction Pollution Prevention Plan (CPPP).
4. 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.
5. 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.
6. 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.
7. Revisions to the approved plans may require an amendment to this Coastal
Development Permit or the processing of a new coastal development permit.
8. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
9. 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.
10. 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.
12-21-2017
-T
Zoning Administrator Resolution No. ##1##
Paqe 6 of 6
11. 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.
12. 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.
13. 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.
14. 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.
15. This Coastal Development Permit No. CD2017-097 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.
16. 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 the Garg Duplex CDP including, but not limited to, Coastal Development Permit
No. CD2017-097 (PA2017-224). 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.
12-21-2017
ss
Attachment No. ZA 2
Vicinity Map
08/17/2017
12
Coastal Development Permit No. CD2017-097
PA2017-224
506 Clubhouse Avenue
Attachment No. ZA 3
Project Plans
08/17/2017
14
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTES
Notes must be shown as worded, on the title sheet of the plan
I. In the case of emergency, call SUSHIL 6AR6 at Work Phone
# or Home Phone q4q 561-7035.
2. Sediment from areas disturbed by construction shall be retained on site using structural
controls to the maximum extent practicable.
3. 5tockplle5 of soil shall be properly contained to minimize sediment transport from the
site to streets, drainage facllities or adjacent properties via runoff, vehicle tacking, or
wind.
4. Appropriate BMP's for construction -related materials, wastes, spills shall be
Implemented to minimize transport from the site to streets, drainage facilities, or
adjoining properties by wind or runoff.
5. Runoff from equipment and vehicle washing shall be contained at construction sites
unless treated to reduce or remove sediment and other pollutants.
6. All construction contractor and subcontractor personnel are to be made aware or the
required best management practices and good housekeeping measures for the project
site and any associated construction staging areas.
7. At the end of each day of construction activity all construction debris and waste
materials shall be collected and properly disposed In trash or recycle bins.
8. Construction sites shall be maintained in such a condition that an anticipated storm
does not carry wastes or pollutants off the site. Discharges of material other than
stormwater only when necessary for performance and completion of construction
practices and where they do not: cause or contribute to a violation of any water quality
standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a
hazardous substance in a quantity reportable under Federal Regulations 40 GFR Parts 117
and 302.
q. Potential pollutants Include but are not limited to: solid or liquid chemical spills; wastes
from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and
solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants, and
hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment wash water and
concrete wash water; concrete, detergent orfloatable wastes; wastes from any
engine/equipment steam cleaning or chemical degreasing and superchlorinated potable
water line flushing.
During construction, permittee shall dispose of such materials in a specified and
controlled temporary area on -site, physically separated from potential stormwater
runoff, with ultimate disposal In accordance with local, state and federal requirements.
10. Dewatering of contaminated groundwater, or discharging contaminated soils via
surface erosion Is prohibited. Dewatering of non -contaminated groundwater requires a
National Pollutant Discharge Elimination System Permit from the respective State Regional
Water Quality Control Board.
11. Graded areas on the permitted area perimeter must drain away from the face of
slopes at the conclusion of each working day. Drainage is to be directed toward desilting
facilities.
12. The permittee and contractor shall be responsible and shall take necessary
precautlons to prevent public trespass onto areas where Impounded water creates a
hazardous condition.
13. The permittee and contractor shall Inspect the erosion control work and Insure that
the work is In accordance wlth the approved plans.
14. The permittee shall notify all general contractors, subcontractors, material suppliers,
lessees, and property owners: that dumping of chemicals Into the storm drain system or
the watershed is prohibited.
15. Equipment and workers for emergency work shall be made ovallable at all times during
the rainy season. Necessary materials shall be avallable on site and stockpiled at
convenient locations to facilitate rapid construction of temporary devices when rain Is
Imminent.
16. All removable erosion protective devices shall be in place at the end of each
working day when the 5 -Day Rain Probability Forecast exceeds 40%.
17. Sediments from areas disturbed by construction shall be retained on site using an
effective combination of erosion and sediment controls to the maximum extent
practicable, and stockpiles of soil shall be properly contained to minimize sediment
transport from the site to streets, drainage facilities of adjacent properties via runoff,
vehicle tracking, or wind.
18. Appropriate BMPs for construction -related materials, wastes, spills or residues shall
be implemented and retained on site to minimize transport from the site to streets,
drainage facilities, or adjoining property by wind or runoff.
::)EFEKKE::� SUBM177A1.5
* FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 15D
NOTES:
I. DEFERRED 50BMITTAL5 TO BE REVIEWED BY PROJECT
ARCHITECT OR ENGINEER OF RECORD 4 GERTIFIED PRIOR
TO SUBMITTAL FOR PLAN REVIEW
2. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO GALLING
FOR ROOF 5HEATHING INSPECTION.
NOTES
I. CONSTRUCTION PLANS 4 CALCULATIONS SHALL COMPLY WITH
THE REQUIREMENTS OF THE
2016 CALIFORNIA BUILDIN6 (G.B.C),
2016 CALIFORNIA RESIDENTIAL (G.R.G),
2016 CALIFORNIA ELECTRICAL (G.E.G),
2016 CALIFORNIA MECHANICAL (G.M.G),
2016 CALIFORNIA PLUMBING (G.P.G) d
2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS CODE (E.E.5)
2016 GAL6REEN GODE5
CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMG)
2. MINIMUM BUILDIN6 CODE REQUIREMENT5 FOR GON5TRUGTION
IDENTIFIED IN SPECIFIC AREAS ARE TO 13E ADDRESSED FOR
SIMILAR CONSTRUCTION IN OTHER AREAS.
3. OBTAIN PLAN REVIEW APPROVAL FROM THE FOLLOWING:
a. BUILDIN6 DIVISION - 6RADIN5
b. BUILDING DIV151ON - EMP
c. PLANNING DIVISION
d. PUBLIC WORK5 DEPARTMENT
4. APPROVED ENCROACHMENT PERMIT 15 REQUIRED FOR ALL
WORK ACTIVITIES WITHIN THE PUBLIC R16HT-OF-WAY.
5. SEPARATE PERMIT 15 REQUIRED FOR EACH BUILDING OR
STRUCTURE, FENCE WALLS, RETAINING WALLS, INDOOR/OUTDOOR
POOLS d SPAS AND BBQ COUNTER AT REAR OR 510EYARD.
6. A PUBLIC WORK5 DEPARTMENT ENGROAGHMENT PERMIT
INSPECTION 15 REQUIRED BEFORE THE BUILDIN6 DEPARTMENT
PERMIT FINAL GAN BE 155UED. AT THE TIME OF PUBLIC WORK5
DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC
IMPROVEMENTS 5URROIWIN6 THE 51TE 15 DAMAGED, NEW
CONCRETE 51DEWALK, CURB AND GUTTER, AND ALLEY/STREET
PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING
UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW
I-INGH WATER SERVICE, WATER METER BOX, SEWER LATERAL
AND/OR GLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100%
OF THE COST SHALL BE BORNE BY THE PROPERTY OWfER
(MUNIGIPAL CODES 1424.020 AND 14.08.030). SAID
DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL
BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR
1. CITY ENGROAGHMENT AGREEMENT 15 REQUIRED FOR ALL
NON-STANDARD PRIVATE IMPROVEMENTS WITHIN THE PUBLIC
RIGHT-OF-WAY.
8. BUILDIN6 HEIGHT GERTIFIGATION 15 REQUIRED.
q. ALL PERMITS RELATED TO THE PROP05ED PROJECT SHALL
BE ISSUED AT THE SAME TIME, OR SEPARATE PLANS d PLAN
REVIEW WILL BE REQUIRED FOR ITEMS NOT ISSUED WITH THI5
REVIEW.
HOLD ON FINAL
THE FOLLOWING HOLD(5) ON FINAL WILL BE APPLIED TO
THE BUILDING PERMIT:
I. HEIGHT CERTIFICATION OF CRITICAL ROOF HEIGHT
ELEVATIONS.
2. LAND50APE CERTIFICATION - FOR PROJECTS
REQUIRING LANDSCAPE DOCUMENTATION PAGKA&E,
APPLICANT MUST PROVIDE THIRD -PARTY STAMPED AND
516NED CERTIFICATE OF COMPLETION (APPENDIX E OF
DE516N 5TANDARD5).
\/IGINITY MAP
oa,e. ry ealSoa baa ,aa PaNlle Coa , •.
AVPQ
9
.z
SITE]
Sush I f Garg0
806 Cfubhouse,4vell,
Newport Beach, CA
INDEX OF SHEETS
1.0
2
S
4
5
6
7
8
q
10
11
12
1B
14
15
16
117
15
161
20
21
22
23
24
n1
n2
n4
5UILI::�ING DATA
COVER SHEET
SITE PLAN
FIRST AND SECOND FLOOR PLAN
THIRD AND ROOF PLAN
EXTERIOR ELEVATIONS
BUILDING SEC,7ION5
FLOOR AREA AND OPEN VOLUME CALC1,1LATION5
60VERNIN6 AUTHORITY CITY OF
NEWPORT BEACH, GA
GOVERNING CODE 2016 G.B.G.,
2016 G.R.G.,
2016 G.E.G.
2016 G.M.G.
2016 G.P.G.
2016 E.E.S.
2016 GALGREEN
AND LOCAL AMENDMENTS
OCCUPANCY GROUP R3/U
CONSTRUCTION TYPE V -B
SPRINKLERED YES / NFPA 15D
APN No. 423-101-08
MAX BUILDIN6 HE16HT = 201'-O" FROM FIN. I5T FLR.
GI -TY OF NEWPORT BEACH 4 STATE OF
CALIFORNIA ADOPTED AMENDMENTS
5UILZ�ING STATISTICS
ALLOWABLE BUILDABLE AREA = 26106.50 x 2 = 5813.00 sgft
SQUARE EOOTA6E
FIRST FLOOR
1666.42 soft
SECOND FLOOR
2661.28 sgft
THIRD FLOOR
432.78 soft
JT
TOTAL LIVING
4160.48 sgft
GARAGE
880.03 sgft
TOTAL STRUCTURAL AREA
5640.51 soft
BALCONIES
561.22 sgft
COVERED DEGK5
328.80 sgft
OPEN DECKS
466.50 sgft
OPEN SPACE 15%+
441.30 sgft
LOT STATISTIGS
ALLOWABLE BUILDABLE AREA (2,1406.50 x 2)
5813.00 sgft
REQUIRED OPEN SPACE (2,0106.50 x 15%)
435.618 sqft
SHOWN OPEN SPACE
441.30 sgft
ALLOWED MAX. THIRD FLOOR (2,6106.50 x 15%)
435.618 sgft
SHOWN THIRD FLOOR
432.78 sgft
LEGAL flESCKIPTION
LOT I, BLOCK 532,
CANAL SECTION NORTHERLY HALF 34TH ST
A.P.N.: 423-101-08
VESCwKIPTION OF ^OKK
PROPOSED NEW THREE-STORY
DUPLEX DWELLING
ERIC, TRABERT $ ASSOCIATE5
9521 IRVINE CENTER DRIVE
IRVINE, CALIFORNIA 92618
TEL: 949.861.2244
FAX: 949.861.2233
www.efadesign.com
SUSHIL OAR&
506 CLUBHOUSE
NEWPORT BEACH, GA 612663
APN 423-101-08
W
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DATE 0-7.1e.201-7
STYLE
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AC
NEW EENGE WALL
42" MAX ABOVE
EXT6 / NATURAL 6RA1
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BUILDING STATISTICS
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OWNER
SITE NOTES
SUSHIL GAR& I. DRIVEWAY SLOPE SHOULD GOMPLY WITH THE COUNTY
OF ORANGE ZONING GODE SEG. 7 -q -145.2.e.5.
21621 HIDDEN TRAIL ROAD
LA6UNA HILLS, GA c12655 2. SEPARATE PERMIT 15 REQUIRED FOR FENCE WALLS,
(q4q) 510-3556 RETAINING WALLS, INDOOR/ OUTDOOR SWIMMING
POOLS 4 SPAS. (BLDG. ORDINANGE)
.JOB AZ7PRESS 3. TEMPORARY IN6RE55-E6RE55, 5TOGKPILIN6
MATERIALS, LAND5GAPIN6, DRIVE APPROAGHES BRIG TR�tB�RT ASSOCIATES
UTILITY INSTALLATION WITHIN PUBLIC, RI6HT
506 CLUBHOUSE AVE. OF WAY REQUIRES AN ENGROAGHMENT PERMIT.
NEWPORT BEACH, GA 82663
4. GRG R31q.1 ADDRESS NUMBERS.
SALL HAVEADDRESS
LEGAL DESCRIPTION NNUMBEIRS, BURL ING NUM ERSROVED OR APPROVED BUILDING
IDENTIFIGATION PLACED IN A POSITION THAT IS
LOT I, BLOCK 532, PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR
GANAL SECTION NORTHERLY HALF 34TH ST O ROAD FRONTING THE PROPERTY. THESE NUMBERS
A.P.N.: 423-101-05 SHALL CONTRAST WITH THEIR BACKGROUND.
ADDRESS NUMBERS SHALL BE ARABIG NUMBERS OR
S.Z7ESCRIPTION OF WORK MINIMUMBEOF 4`INGHESEHIGH WITBH ERS A MINMUMSHALLBSTROKE
WIDTH OF 1/2 INCH. WHERE AGGES5 15 BY MEANS OF In
PROPOSED NEW THREE-STORY A PRIVATE ROAD AND THE BUILDING ADDRESS
DUPLEX DWELLING CANNOT BE VIEWED FROM THE PUBLIC, WAY, A 9521 IRVINE CENTER DRIVE
MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL
BE USED TO IDENTIFY THE 5TRUGTURE. IRVINE, CALIFORNIA 92618
SITE FOOTAGE NOTE 5. ADDRESS NUMBERS SHALL BE OF NON-GOMBU5TIBLE TEL: 949.861.2244
MATERIALS IN 5PEGIAL FIRE PROTEGTION AREAS,
LOT AREA 3,g8q.81 SQ. FT. SHALL BE A MINIMUM 4" HIGH AND ILLUMINATED AT FAX: 949.861.2233
NIGHT. PER OGFA GUIDELINE B-Oq. www.etadesign.com
ALLOWABLE BUILDABLE AREA 5,813.00 So. FT.
6. FOOTINGS AT TREE LOGATION5 MUST BE BOARD
NOTE: BUILDING FOOTPRINT 4 AREA UNDER FORMED TO ELIMINATE BOIL OVER, AND ALL
THE ROOF EAVES 4 SOLID ROOFS ARE EXTRANEOUS GONGRETE MUST BE REMOVED FROM
INCLUDED IN THE GALGULATION OF THE THE PROJEGT SITE
BUILDING GOVERA6E
-7. ALL DOORS FROM HOUSE TO POOL/SPA YARD MUST
BE EQUIPPED WITH AN APPROVED DROWNIN6 SUSHIL 6,AR6
PREVENTION DEVICE PER 2016 GRG.
506 GLUBHOUSE
8. BOTH SIDES OF THE PERIMETER WALLS, FENGE5 4 NEWPORT BEACH, GA 92663
PILASTERS MUST BE GOMPLETELY FINISHED PER APN 423-101-08
- - - A55OGIATION DE51ON GUIDELINES.
q. ALL SEWER GOLLEGTION SYSTEMS, WATER AND/OR
GAS DISTRIBUTION SYSTEMS ARE PUBLIC.
10. EDISON GOMPANY APPROVAL 15 REQUIRED FOR
METER LOCATION PRIOR TO INSTALLATION.
11. GATES IN FENGE5 IMPEDING FIREFIGHTER AGGE55 TO
THE STRUCTURE SHALL BE PROVIDED WITH A KNOX
BOX (OR A KEY SWITGH IF THE GATE 15
ELEGTRIGALLY OPERATED) TO ALLOW AGGE55 TO
THE 5TRUGTURE. PER GFG 503.1.1
12. AB5 AND PVC, INSTALLATIONS ARE LIMITED TO
�c RESIDENTIAL CONSTRUCTION NOT MORE THAN TWO (2)
STORIES IN HEIGHT.
0 13. PROPERTY MARKERS MUST BE VISIBLE AT ALL THE
TIME OF INSPEGTION OR SURVEY WILL BE REQUIRED.
14. ALL WALLS, GATES, FENGE5 4 PILASTERS OUTSIDE
BUILDING ENVELOPE GANNOT EXGEED 6-0" ABOVE
EXISTING NATURAL GRADE.
1 15. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5
FEET OR MORE IN DEPTH INTO WHIGH A PERSON 15
REQUIRED TO DE5GEND; OR OBTAIN PERMIT FROM
STATE OF CALIFORNIA, DIVISION OF OGGUPATIONAL
SAFETY AND HEALTH (GAL/OSHA). THIS PERMIT AND
1 ANY OTHER SAFETY PERMIT SHALL BE OBTAINED
PRIOR TO GOMMENGE OF ANY WORK. GONTAGT
GAL/OSHA AT 714-558-4451 FOR ADDITIONAL
INFORMATION.
16. REFER TO GIVIL DRAWINGS FOR EXACT PROPERTY
LINE DIMENSIONS, LOGATION(5) OF EXISTING CURB 4
GUTTER, UTILITY EA5EMENT(5), TOPOGRAPHY, PREGISE
GRADING PLAN, EROSION CONTROL PLAN, TOP OF
WALL HEIGHTS, PAD 4 FLOOR ELEVATIONS, SITE
1 DRAINAGE, LOGATION(5) OF BAGKWATER VALVES,
LOGATION 4 DIRECTION OF FLOW OF THE STORM 4
10 SAF SEWER GONNEGTIONS, LOGATION OF NATURAL GAS 4
0 WATER METERS, ETC.
1 17. REFER TO 5TRUGTURAL DRAWINGS FOR ALL (if any)
SITE RETAINING WALL INFORMATION
1 18. GENPREEGONTRAGTORRAL M EING WI HHT
6RADHE GITY INSPECTOR,
A I ARGHITEGT, 6EOTEGHNIGAL ENGINEER, GIVIL ENGINEER
4 GRADING GONTRAGTOR AT THE 51TE PRIOR TO THE
START OF GRADING.
-0 Iq. ALL NEW BUILDINGS SHALL BE SOLAR 4 EV READY
PER 2016 CALOREEN CODE. n
PROVIDE 2" CONDUIT FROM ELEGTRIGAL SERVICE TO aa-
IROOF.
tu
20. ALL WOOD FRAMING MEMBERS THAT REST ON
GONGRETE OR MASONRY EXTERIOR FOUNDATION
WALLS 4 ARE LE55 THAN 8" TO THE EXPOSED _ ^
GROUND SHALL BE PRESSURE TREATED OR v ,
NATURALLY DURABLE TO DECAY. (GRG 8317.1, ITEM 2)
GONG.. 1 21. SILLS 4 SLEEPERS IN DIBEGT GONTAGT WITH
DRIVEINA.YJ CONCRETE OR MASONRY THAT 15 IN DIRECT CONTACT
WITH THE GROUND 4 GIRDERS WITH LESS THAN
GLEARANGE TO MASONRY 4 CONCRETE SHALL BE
oF0 PRESSURE TREATED OR NATURALLY DURABLE TO
> 1 DECAY. (GRG 8317.1, 3 4 4).
DATE 0�.18.2on
�F 22. FIELD -GUTTING ENDS, NOTCHES 4 DRILLED HOLES OF
co PRESERVATIVE -TREATED WOOD SHALL BE TREATED
1 IN THE FIELD IN AGGORDANGE WITH AWPA M4. (GRG APPROVED:
- - 8317.1.1)
12-06-17
�
0o. 23. THERE SHALL BE POOL/SPA SAFETY WALLS AND REVISIONS A10 PG -I - JT
GATES AROUND THE PROPERTY. WALLS SHALL BE
O
. � 5-0" H16H MINIMUM AND GATES SHALL BE 5' HI6H
5ELF-GLOSIN6 AND SELF-LATCHIN6 SWINGING
N OUTWARD.
24. JOINTS 4 OTHER OPENIN65 IN THE BUILDING
J. �. ENVELOPE THAT ARE POTENTIAL 5OURGE5 OF AIR
I zo LEAKAGE SHALL BE CAULKED, 6ASKETED,
. O WEATHER5TRIPPED, OR OTHERWISE SEALED TO LIMIT
GONG.:... 00
INFILTRATION 4 EXFILTRATION (2016 BEES SEG. 110.7)
DRIVEWAY 25. AN APPROVED AUTOMATIC, FIRE SPRINKLER SYSTEM
15 REQUIRED FOR ALL NEW GONSTRUGTION 4
REGON5TRUGT 5TRUGTURE5. AGCE55ORY 5TRUGTURE5
5UGH AS PATIO GOVER5, STORAGE SHEDS, BRIDGES,
DECKS, GARPORTS, GREENHOUSES OR SIMILAR
5TRUGTURE5 ARE EXEMPT FROM THE REQUIREMENTS
1 OF THI5 5EGTION.
{
REFERENCE NOTES
I
•I
4.7
-O
O
I. REFER TO 6RADIN6 PLAN FOR ALL PREGISE
GRADE REFERENGES 4 SPECIFIC, ELEVATION
GALL -OUTS 4 PROPERTY LINE TOP OF WALL
ELEVATIONS.
2. REFER TO LANDSGAPE PLANS FOR ALL
WALL 4 HARDSGAPE DIMENSIONS, MATERIALS 4
COLORS.
3. REFER TO LANDSGAPE PLANS FOR PLANT
MATERIAL, PLANT CONTAINER SIZE, AND
PREGISE LOCATIONS.
FIRE SPRINKLER NOTES
I. PROVIDE HOME FIRE SPRINKLER SYSTEM PER
NFPA 13d. GONTRAGTOR SHALL SUBMIT PLANS 4
SPEGIFIGATIONS PRIOR TO INSTALLATION.
2, OBTAIN FIRE SPRINKLER PERMIT PRIOR TO
GALLING FOR ROOF SHEATHING INSPECTION.
5F` DEFERRED SUBMITTAL TO BE GERTIFIED BY
PROJECT DESIGNER PRIOR TO SUBMITTAL.
STYLE
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1/24/2018 2:53:39 PM, JT
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ERIC TRABERT I$ ASSOCIATES
9521 IRVINE CENTER DRIVE
IRVINE, CALIFORNIA 92618
TEL: 949.861.2244
FAX: 949.861.2233
www.etadesign.com
SUSHIL 6,AR6
506 CLUBHOUSE
NEWPORT BEACH, GA 92663
APN 423-101-08
DATE 0-7.16.201-7
APPROVED:
12-06-17
REVISIONS ZjAIC Pr --I - JT
STYLE
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ERIC TRABSRT $ ASSOCIATES
9521 IRVINE CENTER DRIVE
IRVINE, CALIFORNIA 92618
TEL: 949.861.2244
FAX: 949.861.2233
www.etadesign.com
SUSHIL GARS
506 CLUBHOUSE
NEWPORT BEACH, GA 92663
APN 423-101-08
DATE 0-7.16.201-7
APPROVED:
12-06-17
REVISIONS 1 AIG PG -1 - JT
STYLE
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12/12/2011 5:02:20 PM, JT
MAX. ROOF HT. 38.00 _ _ _ _ _ _ _
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IF AN INSPECTION IS REQUIRED, THE PLANNER
SHALL PLACE A NOTICE IN PERMIT PLUS 50 THE
INSPECTOR KNOWS A HEIGHT CERTIFICATION
INSPECTION IS REQUIRED.
ERIC TRABERT $ ASSOCIATES
9521 IRVINE CENTER DRIVE
IRVINE, CALIFORNIA 92618
TEL: 949.861.2244
FAX: 949.861.2233
www.etadesign.com
SUSHIL GARG
506 CLUBHOUSE
NEWPORT BEACH, GA 92663
APN 423-101-08
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DATE o1.I8.2on
APPROVED:
12-06-I1
REVISIONS I AIG PG -I - JT
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JOB NO.
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IF AN INSPECTION 15 REOUIRED, THE PLANNER
SHALL PLACE A NOTICE IN PERMIT PLUS 50 THE
INSPECTOR KNOWS A HEI6HT CERTIFICATION
INSPECTION 15 REQUIRED.
I
SECTION - A
ERIC TRABERT $ ASSOCIATES
9521 IRVINE CENTER DRIVE
IRVINE, CALIFORNIA 92618
TEL: 949.861.2244
FAX: 949.861.2233
www.etadesign.com
SUSHIL GARG
506 CLUBHOUSE
NEWPORT BEACH, GA 92663
APN 423-101-08
DATE 07.18.2017
APPROVED:
12-06-17
REVISIONS 1 AIG PG -I - JT
STYLE
F.F. 18.92_ :}1
DRAWN BY:
JT
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W.I.G.
MAX. ROOF HT. 38.00
T.P. 36.17
34'-8"
20' MIN - 3RD STORY REAR SETBACK
--------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _
O
r
DEN
BONUS ROOM
ILI]
DECK
0
BATH 2 BEDROOM 2
DINING KITCHEN BATH 5
SECTION - P
MAX. ROOF HT. 38.00
LAUNDRY
F.F. 28.33 _
T.P. 27.42
El
BATH 5
F.F. 18.92: L _
T.P. 18.00 _
_ I _I I _ _ 6_F. 6.50 _
I
I
SECTION - 8
:m
I
0
r
HEIGHT CERTIFICATION
INSPECTION REQUIREMENT
IF AN INSPECTION 15 REOUIRED, THE PLANNER
SHALL PLACE A NOTICE IN PERMIT PLUS 50 THE
INSPECTOR KNOWS A HEI6HT CERTIFICATION
INSPECTION 15 REQUIRED.
I
SECTION - A
ERIC TRABERT $ ASSOCIATES
9521 IRVINE CENTER DRIVE
IRVINE, CALIFORNIA 92618
TEL: 949.861.2244
FAX: 949.861.2233
www.etadesign.com
SUSHIL GARG
506 CLUBHOUSE
NEWPORT BEACH, GA 92663
APN 423-101-08
DATE 07.18.2017
APPROVED:
12-06-17
REVISIONS 1 AIG PG -I - JT
STYLE
X
DRAWN BY:
JT
H
V
JOB NO.
O7-5EG-0LUBHOU5E
X
SCALE
1/4"= 1'-0"
SHEET
�
0
��
12/12/201-7:2:25:00 PM, JT
29.61 50. FT
29.61 50. FT
F____________________________________________
-- ---------------------
F----------------------
II
II El
II
65.50 S0. FT. / 164.40 50. FT.
I I
----------- -----
� rrT-rrTT-rTT-rr
I L__________________ I I T I I I I I I I I I
IL --,-T � 'I L 'Il 'Il 'Il II I I I I I I I I
1-1 I I I I I I I I
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I I I f ------ Ti-rTi-rTT-1-T i -i
V
J-1_______________1
I I I fLl I I I I I I I I I I I I
L ----_J_L1J_L1J=L1J_Ll
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65.50 SQ. FT. 164.40 50. FT. j
i II
- - -
s
Lx_________________________________________________________________
THIRD FLOOR
----------------
I
-------------
SEGOND FLOOR
50. FT.
x 10'-4"
50. FT.
LIVING AREA SQUARE FOOTAGE
FIRST FLOOR
FIRST FLOOR (Soft)
SEGOND FLOOR (Soft)
THIRD FLOOR (Soft)
THIRD FLOOR
432.18 sgft
JT
Oi
1361.00 SQ. FT.
2606.61 SQ. FT.
432.78 SQ. FT.
0
137.71 SQ. FT.
51.67 SQ. FT.
TOTAL STRUGTURAL AREA
O
137.71 SQ. FT.
BALGONIES
56.22 5gft
COVERED DECKS
328.80 5gft
OPEN DECKS
466.50 sgft
TOTAL = 1666.42 50. FT.
TOTAL = 2661.28 50. FT.
TOTAL = 432.78 50. FT.
91.E 50.
ROOF
BUILDING GOVERA6E
FIRST FLOOR
LEGEND
/ LIVING AREA
6ARA&E
BALGONY
OPEN DECKS
GOVERED DECKS
OPEN SPACE
BUILDING GOVERA6E
BUIL=7INS STATISTICS
ALLOWABLE BUILDABLE AREA = 2606.50 x 2 = 5813.00 5gft
SQUARE FOOTAGE
FIRST FLOOR
1666.42 5gft
SEGOND FLOOR
2661.28 sgft
THIRD FLOOR
432.18 sgft
JT
H
TOTAL LIVING
4-760.48 5gft
GARAGE
880.03 5gft
TOTAL STRUGTURAL AREA
5640.51 5gft
BALGONIES
56.22 5gft
COVERED DECKS
328.80 5gft
OPEN DECKS
466.50 sgft
OPEN SPAGE 1595+
441.30 soft
LOT STATISTIGS
ALLOWABLE BUILDABLE AREA (2,606.50 x 2)
5813.00 sgft
REQUIRED OPEN SPAGE (2,606.50 x 15%)
435.68 sgft
SHOWN OPEN SPAGE
441.30 5gft
ALLOWED MAX. THIRD FLOOR (2,606.50 x 15%)
435.68 scLft
SHOWN THIRD FLOOR
432.18 sclft
ERIC TRABERT $ ASSOCIATES
9521 IRVINE CENTER DRIVE
IRVINE, CALIFORNIA 92618
TEL: 949.861.2244
FAX: 949.861.2233
www.etadesign.com
SUSHIL 6AR6
506 CLUBHOUSE
NEWPORT BEACH, GA 92663
APN 423-101-08
tu
0
z
111
0-
C3
DATE 0-7.16.201-7
APPROVED:
REVISIONS
STYLE
X
DRAWN BY:
JT
H
v
JOB NO.
09-FAR-CLUBHOU5E
X
SCALE
SHEET
�
O
z
��
12/12/2011 2:32:29 FK JT
LL-
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0 SEGTION AI
I
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2j
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08.70 i6 2
6.80 INV
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10.1 ElIlli
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-II
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IIrvC
CHECKER:
R. DEMA-ALA
PROJECT -No:
❑I
REVISIONS
e
❑I
II
I
e
STATUS:
SUBMITTAL I
'�
oI
FIR5T FLR
9.00 TOS
8.08 PAD
SEE NOTE 5
rz
ILL LJ
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(SEE NOTE b)
TW U TW
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615 IN
CONI
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l4S
8.66 TGI
6.40 INV
6.55
moo:
---
90 00
__90,00
r
PLAN
SCALE: 1/8"=1'-O"
2 STORY
RESIDENCE
N
n
0 115
W
0
H79°1 58"W 90,00'
IT
CNC
1%
,RO
__
AII
-1 4
8.61 TG
6.851N 2 I STORY
RE-=ENCE
2056
RIDGE
COW
11
d
.n
39
10% _
12 o 0
SECTION A
21
g45r
10 % e"
cc) 26
n v
AT
CU e
ri m
SNI
QF
10%
0
4� z4 r
8— TO 8.65 G
TOO INV 2 O
h�A� 1.151t�V
57 s.
4i ,4
I� b� Ib4
11
CONSTRUCTION NOTES:
ON SITE:
0 INSTALL 12" 50 CATCH BASIN PER NDS 1200 WITH GRATE OR CITY APPROVED EQUAL.
O INSTALL b" 5OUARE GRATE 8 ADAPTER, NDS 640 OR EQUAL.
O NOT USED
O INSTALL 4" DRAIN PIPE, 51?R 35 PVC OR EQUAL.
OGONNEGT ROOF 00104145POUT TIED DIRECTLY TO 51TE DRAINAGE PIPING A5 PER SOILS REPORT
5 RECOMMENDATIONS.
I CONSTRUCT 5" GONG. FLATHORK ON GRADE PER SOILS REPORT RECOMMENDATIONS.
PROVIDE DRAINAGE SHALE ON CONCRETE FLATHORK (5=0.5%).
12 CON5TRU(T 5" THICK DRIVEWAY BASE PER SOILS REPORT RECOMMENDATIONS-
DRIVEHAY PROFILE TO CONFORM TO PER CITY 5TD-I60-L-G (TYPE B).
3 NEW 51DE PROPERTY LINE HALL (MAX Ill ABV N.G.) EXTERIOR FIN15H AND TREATMENT
PER ARCHITECTURAL PLAN AND DETAILS.
4 NEW FRONT YARD 51TE HALL (MAX 4'-b" ABV N.GJ WITHIN SETBACK EXTERIOR FIN15H
AND TREATMENT PER ARCHITECTURAL PLAN AND DETAILS.
21 REMOVE ALL EXI5TING LANDSCAPE ELEMENTS (HALL, BRICK STEPS ETC.)
22 EXISTING PROPERTY LINE HALL -PROTECT-IN-PLACE
2g EXISTING CONCRETE SIDEWALK - PROTEGT-IN-PLACE
24 NOT USED
OREPAIR EXISTING DAMAGED CURB, GUTTER AND 51DEMLK PER CITY STANDARD 5TD5
25 180-L 8 182-L. SEE GENERAL NOTE l
26 REMOVE EXISTING DAMAGED PAVEMENT IN ALLEY AND RECONSTRUCT ALLEY PER
CITY STANDARD 5TD 140-L. SEE GENERAL NOTE l
OEXISTING WATER METER SERVICE BE GAPPED AT MAIN WITH CORPORATION STOP.
21 REMOVE EXISTING METER BOX AND (OVER[
REMOVE AND RE -INSTALL NEW 6A5 METER ON PRIVATE PROPERTY PER SOUTHERN
28 CALIFORNIA GAS COMPANY STANDARDS
2q REMOVE EXISTING 5EHER CLEANOUT AND (OVER
31 INSTALL NEW 4" SEWER LATERAL AND CLEANOUT PER CITY OF NEWPORT BEACH
STANDARD DRAWING 5TD-406-1. WITH TRAFFIC BOX AND LID.
32 GON5TRU(T NEW HATER METER AND SERVILE LATERAL PER CITY OF NEWPORT BEACH
STANDARD DRAWING 5TD-502-L
33 CONSTRUCT NEW 3" PVC PRIVATE CURB DRAIN PER CITY OF NEWPORT BEACH
5TAN12ARD DETAIL 184-L
O 8 16 24
171110d,
GRAFHIG 5C ALE: 1/5"= 1'-0"
PLANS PREPARED BY:
4401104
d'zn engineering
166 MATISSE CIRCLE
ALISO VIEJO, CA 92656
TEL: (949) 305-8920
CLIENT:
Su5hil s
Lorene
Garg
Sushil & Lorene Garg
27621 Hidden Trail Road
Loguno Hills, CA 92653
SHEET TITLE
V
7— tu
H tu
ltu
v
LU
PROJECT -ADDRESS
506 Clubhouse Ave, Newport
Beach, CA 92663
BENCHMARK
Lot XX, Tract 532
BASIS OF BEARINGS:
APN: 423-101-08
THESE PLANS WERE PREPARED
UNDER THE SUPERVISION OF:
EXP.
tv
DATE:
08 -JAN -2018
ENGINEER:
R. DEMA-ALA
CHECKER:
R. DEMA-ALA
PROJECT -No:
1739
REVISIONS
e
e
e
STATUS:
SUBMITTAL I
SHEET
G-2.1
2 OF r SHEETS
CF.W. 2.0
I
-e
I
O a 16 24
GRAl"HIG e(:,ALE: 1/8"= 1'-0"
EROSION CONTROL NOTES:
INSTALL TEMPORARY EROSION CONTROL - GRAVEL BA65
- 2 HIGH 5E-6 BMP
INSTALL TEMPORARY CONCRETE 1NA5H OUT BASIN WITH PLASTIC
LINER - NM -5 BMP
F3 STREET SWEEPING AND VACUUMING A5 REQUIRED - 5E-1
R4 INSTALL STOCKPILE MANAGEMENT - NM -3
F5 INSTALL 5ANITARY/5EPTIC YNA5TE MANAGEMENT - NM -9
PR4I SEASON REQUIREMENTS
(MAY -SEPTEMBER)
1. WIND EROSION BMPS (DUST CONTROL) SHAL BE IMPLEMENTED.
2. SEDIMENT CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED AT ALL
OPERATIONAL STORM DRAIN INLETS.
3. BMPS TO CONTROL OFF-SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND
MAINTAINED.
4. APPROPRIATE WA5TE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMP5
SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER BY
WASTES AND CONSTRUCTION MATERIALS.
5. APPROPRIATE NON -STORM WATER BMPS SHALL BE IMPLEMENTED TO PREVENT
THE CONTAMINATION OF STORM WATER FROM CONSTRUCTION ACTIVITIES.
6. THERE SHALL BE A "WEATHER TRIGGERED" ACTION PLAN AND THE ABILITY TO
DEPLOY STANDBY SEDIMENT CONTROL BMPS AS NEEDED TO COMPLETELY
PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT (A PREDICTED STORM 15 DEFINED A5 A FORECASTED,
50010 CHANGE OF RAIN).
1. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY SEDIMENT CONTROL BMP5
(AT THE SITE PERIMETER, SITE SLOPES AND OPERATIONAL INLETS WITHIN THE SITE)
NECESSARY TO PREVENT SEDIMENT DISCHARGES FROM EXPOSED PORTIONS OF
THE SITE SHALL BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN
PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED
VEGETATION STABILIZATION BMPS AS DE5GRIBED IN ITEM H ARE NOT GON51DERED
TO BE "EXPOSED" FOR PURPOSES OF THI5 REQUIREMENT.
8. DEPLOYMENT OF PERMANENT EROSION CONTROL BMP5 (PHYSICAL OR
VEGETATION) SHOULD GOMMENGE AS 50ON AS PRACTICAL ON SLOPES THAT ARE
COMPLETED FOR ANY PORTION OF THE SITE. STANDBY BMP MATERIALS SHOULD
NOT BE RELIED UPON TO PREVENT ER05ION OF 5LOPE5 THAT HAVE BEEN
COMPLETED.
^ET SEASON REQUIREMENTS
(OCTOBER -APRIL)
1. WHERE APPROPRIATE SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AT THE
51TE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS, AND AT ALL
NON-AGTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY
TO OCCUR DURING THE RAINY SEASON.
2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPS (TEMPORARY OR
PERMANENT) SHALL BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED
SLOPES PRIOR TO THE START OF THE RAINY SEASON. THESE 13MP5 MUST BE
MAINTAINED THROUGHOUT THE RAINY SEASON. IF A 5LEGTED BMPS FAILS, IT MUST
BE REPAIRED AND IMPROVED, OR REPLACED WITH AN AGGEPTABLE ALTERNATE
A5 50ON AS IT 15 SAFE TO DO 50. THE FAILURE OF A BMP MAY INDICATE THAT
THE BMP, AS INSTALLED, WA5 NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH
IT WAS U5ED. REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP,
OR ADDITIONAL BMPS SHOULD BE INSTALLED TO PROVIDE ADEQUATE
PROTECTION.
3. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHAL NOT EXCEED THAT
WHIGH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION
CONTROL AND SEDIMENT CONTROL BMP5 PRIORT TO A PREDICTED RAINSTORM.
4. A DISTURBED AREA THAT 15 NOT COMPLETED BY THAT 15 NOT BEING ACTIVELY
GRADED (NON-AGTIVE AREA) SHALL BE FULLY PROTECTED FROM EROSION WITH
TEMPORARY OR PERMANENT BMPS (EROSION AND SEDIMENT CONTROL). THE
ABILITY TO DEPLOY STANDBY BMP MATERIALS 15 NOT SUFFICIENT FOR THESE
AREAS. EROSION AND SEDIMENT CONTROL BMPS MUST ACTUALLY BE DEPLOYED.
THI5 INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
5. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENTS
BMPS NEGE55ARY TO COMPLETELY PROTECT THE EXP05EP PORTIONS OF THE
SITE FROM ER05ION AND TO PREVENT 5DEIMENT DISCHARGES SHALL BE STORED
ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING
PERMANENT PHYSICAL STABLILZATION OR ESTABLISHED VEGETATION
STABILIZATION BMPS ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURP05ES OF
THI5 REQUIREMENT.
Y
-s.a
(�RAVFI (5F-(,)
SECTION A -A
NOT TO 5CAL
MIN.
LATH AND FLAGGING
ON ALL 51DE5-N\�-o
0 O O O
0 0
PLAN
NOT TO SCALE
TYPE "BELOW GRADE"
LTJ
GRAVEL (5E-6)
0
10 MIL. PLASTIC
Q LINING
CONCRETE WASTE MANAGEMENT
(BMP -WIN -B) N.T.5.
N.P.7.E.S. NOTES:
1. IN CASE OF EMERGENCY, GALL 5U5HIL GAR* AT OFFICE PHONE a (949) 510-3556
2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON 51TE USING
STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.
3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM
THE 51TE TO STREETS. DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE
TACKING, OR WIND.
4. APPROPRIATE BMP'S FOR CONSTRUCTION -RELATED MATERIALS, WA5TE5, AND SPILLS, SHALL BE
IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR
ADJOINING PROPERTIES BY WIND OR RUNOFF.
5. RUNOFF FROM EQUIPMENT AND VEHICLE WA5HING SHALL BE CONTAINED AT CONSTRUCTION SITES
UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.
6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PER50NNEL ARE TO BE MADE AWARE OF
THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE
PROJECT SITES AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
T. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND 1NA5TE
MATERIALS SHALL BE COLLECTED AND PROPERLY DISP05ED IN TRASH OR RECYCLE BINS.
5. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM
DOES NOT CARRY AA5TE5 OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN
STORMAATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION
PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY RATER
QUALITY STANDARD: CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE: OR
CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40
GFR PARTS 11'1 $ 302.
9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS;
WA5TES FROM PAINTS, STAINS, SEALANTS, GLUES, LIME5, PESTICIDES, HERBICIDES, WOOD
PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS: FUELS,
OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLES/
EQUIPMENT AASH RATER AND CONCRETE AASH RATER; CONCRETE, DETERGENT OR FLOATABLE
WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM GLEANING OR CHEMICAL DEGREASING; AND
SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITEE SHALL
DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE.
PHY516ALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE P15POSAL IN
ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
10. DEWATERING OF CONTAMINATED GROUNDAATER, OR D15GHAR6ING CONTAMINATED SOILS VIA
SURFACE ER05ION 15 PROHIBITED. DEWATERING OF NON-GONTAMINATED GROUNDWATER REQUIRES A
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE
REGIONAL WATER QUALITY CONTROL BOARD.
11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AINAY FROM THE FACE OF
SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE 15 TO BE DIRECTED TOWARD
DE5ILTING FACILITIES.
12. THE PERMITEE AND CONTRACTOR SHALL BE RESPONSIBLE AND TAKE NEGE55ARY PRECAUTIONS
TO PREVENT PUBLIC, TREPA55 ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS
CONDITION.
13. THE PERMITEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE
THAT THE WORK 15 IN ACCORDANCE WITH THE APPROVED PLANS.
14. THE PERMITEE AND CONTRACTOR SHALL NOTIFY ALL GENERAL CONTRACTORS,
SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING
OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED 15 PROHIBITED.
15. EQUIPMENT AND WORKER5 FOR EMERGENGY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND
STOCKPILED AT CONVENIENT LAGATION5 TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN 15 IMMINENT.
16. ALL REMOVABLE ER05ION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
11. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON 51TE USING AN
EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT
PRACTICABLE, AND STOCKPILES OF SOILS SHALL BE PROPERLY CONTAINED TO MINIMIZE
SEDIMENT TRANSPORT FROM THE 51TE STREETS, DRAINAGE FACILITIES OF ADJACENT
PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
15. APPROPRIATE BMPS FOR CONSTRUCTION -RELATED MATERIALS, WASTES SPILLS OR RESIDUES
SHALL BE IMPLEMENTED AND RETAINED ON 51TE TO MINIMIZE TRANSPORT FROM THE THE SITE TO
STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.
NOTES:
1. ACTUAL LAYOUT DETERMINED
IN FIELD
2. THE CONCRETE YVA5HOUT SIGN
SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY
CONCRETE WA5HOUT FACILITY.
1/8"d) STEEL
HIRE
v
STAPLE PETAIL
NOT TO SCALE
PLYWOOD 45"1
PAINTED NHITE.
1/2" LAG -
5CREN5
0
m
CONCRET
WASHOUT
BLACK LETTERS
6" HEIGHT
WOOD POSTS
3" X3" XS'
0
in
CONCRETE Y- tSHOUT
SISNEfl Z ETAIL
(OR E01JIYALENT)
SCALE N.T.5.
PLANS PREPARED BY:
40104 (
d'zn engineering
166 MAT155E CIRCLE
AL150 VIEJO, GA 92656
TEL: (949) 305-8920
CLIENT:
SUSHIL
SARS
2'1621 Hidden Trail Road
Laguna Hills, GA 92653
P: (949) 510-3556
SHEET TITLE:
-A
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O >
OL
Z
O
O �
v�
Q
O v
V -
O O
PROJECT ADDRESS:
-1 ALEXA LANE
LAPERA RANCH, GA 92694
BENCHMARK:
DESCRIBED BY OG5 3004 - FOUND BY OG5
ALUMINUM BENOHMARK DISK STAMPED
AF -04-94 =`.116001 (NAVD55)
5ET IN THE TOP OF A 6 IN BY 6 IN CONCRETE
P05T. 5AID MONUMENT BEING 22 FT EASTERLY
OF THE ASiERLY GARB ALONG ANTONIO
PARKWAY, 15 FT SOUTHERLY OF AN ANG
POINT INA CONII V-DRCH.
621.59 - Ohieled Box in 5t.
BASIS OF BEARINGS:
AFN: 050-343-10
THESE PLANS WERE PREPARED
UNDER THE SUPERVISION OF:
P�oFEss)�
w m
7 A
* EXP. 51/11
sT CIV IL �Y
DATE
23 -MAY -2016
ENGINEER:
R. DEMA-ALA
CHECKED
R. DEMA-ALA
PROJECT NO: 1136
REVISIONS
A
A
A
STATUS:
5UBMITTAL 1
SHEET
CPPP
1 OF SHEETS
2s
u
LEGEND
DESCRIPTION
(123.45)
MEAS. ELEVATIONS
C )
REC. BRG. & DIST.
=
DECK
#
BRICK
WALL
- -
BUILDING
PROPERTY LINE
FENCE
BENCH MARK
N.G.
NATURAL GRADE
P.P.
POWER POLE
WM
WATER METER
F.F.
FINISH FLOOR
G.F.
GARAGE FLOOR
CONC.
CONCRETE
F. S.
FINISH SURFACE
M.H.
MAN—HOLE
P
PLANTER
A.C.
ASPHALT
T.G.
TOP—GRATE
RdM SURVEYING INC
RON MIEDEMA L.S. 4653
23016 LAKE FOREST DR. #409
LAGUNA HILLS, CA 92653
(949) 858-2924 OFFICE
(949) 858-3438 FAX
RDMSURVEYING@COX.NET
`h.
CF.W. 2.0 GUTTEI
AC
l
L
Ld
W
Z W
ZZ
W ..
U J
T❑P❑GRAPHIC SURVEY
JOB: 67-9
DATE: 6/16/17
I STORY
RESIDENCE
2 STORY
RESIDENCE
NSU"Uc_"'I V W JU.uu
OWNER:
SUSHIL AND L❑RENE GARG
I STORY
RESIDENCE
_ (20.56) _
RIDGE
LEGAL DESCRIPTION
LOT 1, BLOCK 532, CANAL SECTI❑N
NORTHERLY HALF 34TH ST, ABANDONED
S�
a
L 5.0
NORTH
0' 8' 16'
SCALE: V=8'
NOTE: RECORD EASEMENTS ARE NOT PLOTTED IE ANY.
BENCH MARK
J-782
NAVD88 7,142
1" IRON PIPE ELEVATION= 6.60
ADDRESS OF PROJECT;
506 CLUBHOUSE
NEWPORT BEACH, CA
24