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HomeMy WebLinkAboutRW130061_Correction ListCounty of Orange OC Public Works OC Planning Main Office 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 Monday thru Friday from 7:30 a.m. to 5:00 p.m. except holidays. Project Number:RW130061 Submittal Date:Jun 06, 2013 CBC Edition: 2010 Plan Check Date: 6/20/2013 9:20 AM Description:Site retaining walls and site perament RW/shoring/caisson/GB/laggin g system for new SFD. Job Address 29 AVALON VISTA NEWPORT COAST, CA Owner Address Mark Moshayedi 14 Channel Vista Newport Coast CA 1st Plan Check 2/22/13 Current - 1st Recheck Plan Checked By Edmund Lee Edmund.Lee@ocpw.ocgov.com (714) 667-8872 Contact Address Sheila Patterson-Wright 139 Avenida Navarro San Clemente CA92672-1 949-492-8586 949-492-8586 FAX swright@toalengineering.com Page 1 of 8 RW130061 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. 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 correction list is available on the Internet at http://pdsd.oc.ca.gov (Click on the services tab, then the Plan Check Processing link). A grading permit is required. Retaining walls permit will not be issued until Grading permit is issued. 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. Site Retaining Wall and site perament RW/shoring/caisson/GB/lagging system will be approved until geotechnical report & grading permit is approved and release. Page 2 of 8 6/20/2013 9:20 AM RW130061 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 8 6/20/2013 9:20 AM RW130061 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 8 6/20/2013 9:20 AM RW130061 Arch. and Struct.-Commercial Plan Check Corrections Sheet Comments By Plot Plan E. Lee1 In your responses, please refer to the alpha-numeric reference numbers that are shown at the start of each of the following correction items. Pending E. Lee2 Response sheet item number shall match with proiveded outstanding list for consistency. Pending E. Lee3 No response & requested info not found from the plan.---- See sheet SWP, and color comment. Please add & refined the scope of shoring/caisson/lagging/rw wall/grade beam & retaining walls work based on site proposed & permit application description., (b) No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- a complete retaining wall types, height to bottom of footing, length, setback, backfill or earthslope, etc. shall add to the sheet when resubmittal. (c) RW wall detail matrix not found--- No retaining wall A, B,C schedule, and full description found from sheet SWP, (d) OK-- Each new proposed RW wall shall have a specific detail reference at a specific location or section, please clarify & revise current sheet SWP detail reference, (e) OK-- Please provide a separate wall type legend for the building bearing perimeter wall or /and basement wall in term of proposed group of RW wall, wall type index is identical and confused. Pending E. Lee4 Please (a) OK--- reprint sheet 3 for shoring, caisson & lagging, which is not legible to read, (b) No response & requested info not found from the plan.---- Add proposed shoring, caisson & lagging scope of work description to the plan, including wall height, length, grad beam size, length, each caisson size, depth etc., (c) OK-- please clarify where is the grid lines A to J reference from? which is not found from sheet SWP? Pending E. Lee5 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- Show clearly property line with exact dimensions adjacent to retaining wall. Pending E. Lee6 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- Show existing and proposed contours/spot elevations to indicate general site slope and drainage pattern. Pending E. Lee7 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- On site plan delineate all projecting wall elements, and show distance to property line, or adjacent structures. Pending E. Lee8 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- All site & various height of retaining walls shall be shown on the issued Grading Plan. Please provide this issued Grading Plan for verification. If this issued Grading Plan does not show these retaining walls, please revise to show these walls and resubmit. Page 5 of 8 6/20/2013 9:20 AM = Indicates line item not Cleared. RW130061 Arch. and Struct.-Commercial Plan Check Corrections Sheet Comments By Pending E. Lee9 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- Complete attached County retaining wall , etc. form matrix which shall comply with proposed construction document. Once confirmed, please scan to the plan title sheet when resubmittal. General requirements: Pending E. Lee10 In your responses, please refer to the alpha-numeric reference numbers that are shown at the start of each of the following correction items. (b) Response sheet item number shall match with proiveded outstanding list for consistency. Pending E. Lee11 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- Clearly identify new retaining walls length & height information on the site plan. Provide a complete elevation view for the retaining walls, indicate specific elevation information at top of wall, finished grade elevation, at point of height change location, from the lowest adjacent grade within 5 feet or 10 feet from the proposed site. (b) Clarify any catch basin or drain box behind the retaining wall along the line? Pending E. Lee12 Provide a copy of permit from the California Division of Industrial Safety for excavations or trenches over 5 ft vertical cuts. Note on the plans: "A copy of CALOSHA permit shall be submitted to Building Inspector prior to excavation." Pending E. Lee13 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- See plan, please indicate property line, basement wall lines location, setback distance away from the shoring elements. Pending E. Lee14 Requested name and ink signature not found from sheet SWN-2.---- For projects requiring special inspection and/or structural observation, Form 00-01 and/or 00 -02 shall be completed by the architect, engineer, or owner and scan on the 1st sheet of plans (the site plan). If no special inspection and/or structural observation are required, the architect or engineer needs to include a note on the Site Plan to indicate that it is not required. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM Pending E. Lee15 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- Include "National Pollutant Discharge Elimination System Notes" on first sheet of plans. (This information is provided in the beginning of this document) , see sheet 1, please filled-out required information at top of form. Pending E. Lee16 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings Page 6 of 8 6/20/2013 9:20 AM = Indicates line item not Cleared. RW130061 Arch. and Struct.-Commercial Plan Check Corrections Sheet Comments By and GB application.----- Provide Erosion and Sediment Control(ESCP) plan. Show gravel -sandbag location, detail and minimum 10´ x 10´ concrete washout areas to the site plan. This is separate from Civil drawing and GB application. (a) Add & scan the entire BMP, ESCP-Small Area Checklist form to the plan when resubmittal. Site Retaining Wall and site perament RW/shoring/caisson/GB/lagging system: Pending E. Lee17 (a) Response sheet item number shall match with proiveded outstanding list for consistency.,(b) Clarify & response to each color comment from the design calculation and plan. Pending E. Lee18 Soil report shall be review and approved by the County geologist prior to permit approval & issurance. Pending E. Lee19 No response & requested info not found from the plan.-- Geotechnical engineer to review, approve, ink stamp and signed on SWP & SWD series of sheets and details when resubmittal. Pending E. Lee20 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- All retaining walls & shoring/caisson/lagging/GB/RW proposed improvement shall be shown on the approved Grading Plan (GB120111 still under reviewed and not approved yet) . Please provide this approved Grading Plan for verification. If this approved Grading Plan does not show these retaining walls, please revise to show these items and resubmit for recheck. Pending E. Lee21 Retaining walls permit will not issue until (a) geotechnical report obtain approval, (b) grading permit has been approved & issued. Pending E. Lee22 No response & requested info not found from the plan.---- See design calculation for the permanent shoring pages and soil report recommendation p. 32, (a) clarify & revise passive resistance for caisson of 450 plf instead of 900 plf used in the design process, (b) add and incorporate soil report recommendation of lateral creep loading of 1000 plf of the embedment in the creep zone into the design calculation, please revise, (c) reflect this information to sheet SWN-1, (d) Identify creep zone depth and dimension to the detail sheet of SWD3. Pending E. Lee23 No response & requested info not found from the plan.---- See geotechnical report p. 28-303, (a) please clarify and add add seismic load effect to each type of RW wall design per geotechnical report recommendation, (b) re-design RW recommendation and reflect to the detail sheets. Pending E. Lee24 No response & requested info not found from the plan.---- Surcharge loads on retaining walls design formula is not a part of CRC or CBC or from provided geotechnical report, please clarify and provide background document, ( it were shown on the city & county of LA building codes before, not there anymore ) , Please certify and concurred by the geotechnical engineer for that formula used. Page 7 of 8 6/20/2013 9:20 AM = Indicates line item not Cleared. RW130061 Arch. and Struct.-Commercial Plan Check Corrections Sheet Comments By Pending E. Lee25 Clearly identify new retaining walls on plans with their each RW #, length & height and setback distance to the property line information on the site plan & constructoion section. Provide a complete elevation view for the retaining walls, indicate specific elevation information at top of wall, finished grade elevation, at point of height change location, from the lowest adjacent grade within 5 feet or 10 feet from the proposed site. (b) Clarify any catch basin or drain box behind the retaining wall along the line per approved soil report. Pending E. Lee26 On site plan delineate all projecting shoring wall elements, and show distance to property line, or adjacent structures. Pending E. Lee27 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- All site & various height of shoring walls or related caisson or pile shall be shown on the issued Grading Plan. Please provide this issued Grading Plan for verification. If this issued Grading Plan does not show these retaining walls, please revise to show these walls and resubmit. Pending E. Lee28 Not Found--- Final set of plan, design calculation shall be stamped and wet signed by Civil Engineer and Geotechnical Engineer. Pending E. Lee29 No response & requested info not found from the plan. No civil drawings found in the package, please be be advised this permit is separate from civil dramings and GB application.----- Daylight setback dimension or information shall matched with approved soil report. Please add to each elevation and section view of the plan. Page 8 of 8 6/20/2013 9:20 AM = Indicates line item not Cleared.