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County of Orange
Resources & Development Management Depa
Building Permits Division
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300 N. Flower Street
Santa Ana, CA 92702-4048
Arch. and Struct.-Commercial Plan Check Corrections
It is the responsibility of the applicant to satisfy the requirements (clearances) of each of the departments listed in this document.
Normally, each section will stamp your plans indicating their approval.
To view your plan check status and the latest correction list on the Internet, please visit: http://www.ocplanning.net and click on
'Plan Check Status' Link.
Please note that Planning and Development Services (PDS) Public Counter Hours are open 7:30am to 4pm,
Monday thru Thursday and Friday by appointment only. (Please call 714 834-5180 to schedule an appointment).
Project Number: RW080076
Submittal Date: Jan 31, 2008
CBC Edition: 2007
Plan Check Date: 2/15/2008 1:38 PM
Description: Ret. Wall
Current - 1st Plan Check
Job Address
56 SHORERIDGE
NEWPORT COAST, CA
Owner Address
Jacqueline/ Paul KAMIN
56 SHORERIDGE
NEWPORT COAST CA92657
Plan Checked By
Maher AI-Masri
Maher.AI-Masri@udsd.ocgov.com
714-834-2624
714-796-8252 FAX
Contact Address
James Bachelier
6701 Walton Drive
Huntington Beach CA92647
714-625-7357
Signatory: Maher Al-Masri
Reason: Plan Checked By
Location: 300 North Flower, Santa
Page 1 of 6
I?W0800?6
OBTAIN CLEARANCES (approvals) from:
• Current Planning/Zoning (714) 834-2626
• GENERAL INFORMATION
• Application for which no permit is issued within 180 days following the date of application shall expire by limitation.
An extension of 180 days may be granted upon written request showing circumstances beyond the control of the applicant
have prevented action being taken. In order to renew action for an application after expiration, the applicant
shall resubmit plans and pay a new plan check fee.
• Verify and substantiate with your Civil Engineer of Record that your building site in not within a flood zone,
FP-2 or FP-3. Where building site is located within flood plain, Civil Engineer of Record will provide documentation
or certification trhat the proposed building finished floor elevation will be above the 100 year flood water surface.
• Valid Worker's Compensation Certificate or Owner -Builder Verification is required prior to issuance of building
permits.
• Major corrections shall be made on the original tracing and new prints submitted.
• The Civil Engineer or Architect who is responsible for the project shall sign final approved sets of plans.
• Note on this correction sheet the location of the completed correction on your plans.
Page 2 of 6 2/15/2008 1:38 PM
t W080076
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTES
Notes must be shown as worded, on the title sheet of the plan
1. In the case of emergency, call at Work Phone # or Home Phone #
2. Sediment from areas disturbed by construction shall be retained on site using structural controls to the maximum
extent practicable.
3. Stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage
facilities 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 CFR Parts 117 and 302.
9. 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 or floatable 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 precautions 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
with 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 available at all times during the rainy season. Necessary
materials shall be available 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%.
Page 3 of 6 2/15/2008 1:38 PM
RW080076
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 containted
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.
Page 4 of 6 2/15/2008 1:38 PM
RW080076
Arch. and Struct.-Commercial Plan Check Corrections
Sheet Comment
Retaining Wall
c0.1 In your responses, please refer to the alpha -numeric reference numbers that
are shown at the start of each of the following correction items.
c16.2 All retaining walls shall be shown on the approved Grading Plan for GB050081
Please provide this approved Grading Plan for verification. If this approved Grading
Plan does not show these retaining walls, please revise to show these walls and
resubmit.
ire c13.3 Show area of retaining wall on plans.
c15.4 Note on plans: material behind retaining wall must be min. 90% compacted.
14 c14.5 Retaining wall design engineer to stamp and wet sign plans.
rig
Also civil engineer to stamp grading plans.
c12.6 Provide a copy of the soil report that has design input values
c57 Retaining wall permit will be issued after Grading permit has been issued
We have sent a copy of your plans to the Grading inspector for field evaluation.
Upon Grading inspector's report, you may be required to obtain Grading permit.
c6.8 Clearly identify exact location for this retaining wall permit.
c7.9 Site plan shall be stamped and wet signed by Civil Engineer. Landscape Architect
stamp and signature is not acceptable.
c8.10 Provide special inspection by a certified inspector for the following per Sec
1701:1- Structural concrete when based of f'c over 2000 psi County Ord. No. 3953,
Sec 7-1-22.2- Masonry designed with continuous inspection.
M. AI-Masri
M. AI-Masri
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c9.11 The Building Permit is issued to owners and licensed contractors. Agents must M. AI-Masri
show an authorization letter that has been notarized by a public notary.
c10.12 If special inspection is required, Form 00-01 must be completed and shown M. AI-Masri
on Title Sheet.
c11.13 Please note on Title Sheet, "Construction Plans and Calculations shall comply M. Al-Masri
with all of the requirements of the California Building Code 2007 Edition."
Page 5 of 6 2/15/2008 1:38 PM
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RWO80076
Arch. and Struct.-Commercial Plan Check Corrections
Sheet Comments
By
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
c18.14 Include "National Pollutant Discharge Elimination System Notes" on first sheet
of plans. (This information is provided in the beginning of this document)
c19.15 Provide Erosion and Sediment Control(ESCP) plan. This submittal is seperate
from grading submittal.
M. AI-Masri
M. AI-Masri
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CONCRETE WASTE MANAGEMENT
WM-8
Objectives
r Erosion Control - EC
✓ Sediment Control - SE
✓ Tracking Control - TC
✓ Wind Erosion 'Control - WE
r Non -Storm Water Management - NS
• Waste and Materials Management - WM
DESCRIPTION AND PURPOSE
Prevent or reduce the discharge of pollutants to storm water from concrete
waste by conducting washout off -site, performing on -site washout in a
designated area, and training employee and subcontractors.
APPROPRIATE APPLICATIONS
Concrete waste management procedures and practices are implemented on
construction projects where:
• Concrete is used as a construction material or where concrete dust and
debris result form demolition activities.
• Slurries containing portland cement concrete (PCC) or asphalt concrete
(AC) are generated, such as from saw cutting, coring, grinding,
grooving, and hydro -concrete demolition.
• Concrete trucks and other concrete -coated equipment are washed on
site. See also NS-8, Vehicle and Equipment Cleaning.
• Mortar -mixing stations exist.
LIMITATIONS
• Off -site washout of concrete wastes may not always be possible.
IMPLEMENTATION
The following steps will help reduce storm water pollution from concrete
wastes:
• When obtaining ready -mix concrete from a supplier, discuss the
concrete management techniques described in this BMP (such as
handling of concrete waste and washout) with the supplier before any
deliveries are made.
• Store dry and wet materials under cover, away from drainage areas.
• Avoid mixing excess amounts of fresh concrete of cement on -site.
CONSTRUCTION HANDBOOK OCTOBER 2002
Legend
Removal Effectiveness
O Unknown 0 Low
G Medium • High
Targeted Constituents
O Sediment
O Nutrients
O Trash
O Metals
O Bacteria
O Oil and Grease
O Organics
Potential Alternatives
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WM-8
CONCRETE WASTE MANAGEMENT
10'
MIN
10 MIL
PLASTIC LINING
STAPLES
(2 PER BALE)
PLAN
ti.
—STAKE
(TYP)
a o
NOT TO SCALE
TYPE "ABOVE GRADE"
WITH STRAW BALES
NATIVE MATERIAL
(OPTIONAL)
10 MIL
PLASTIC LINING
WOOD OR
METAL STAKES
(2 PER BALE)
SECTION B-B
NOT TO SCALE
3A
\—STRAW BALE
(TYP)
1/8" DIA.
STEEL WIRE
4"
STAPLE DETAIL
PLYWOOD
48" X 24"
PAINTED WHITE •
BLACK LETTERS
6" HEIGHT
0.5" LAG
SCREWS
WOOD POST
3" X 3" X 8'
CONCRETE WASHOUT
SIGN DETAIL
(OR EOUIVALENT)
BINDING WIRE
STRAW BALE
NOTES
1. ACTUAL LAYOUT DETERMINED
IN FIELD.
2. THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN
30 FT, OF THE TEMPORARY
CONCRETE WASHOUT FACILITY,
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OCTOBER 2002 CONSTRUCTION HANDBOOK