Loading...
HomeMy WebLinkAboutRS171875-RS171876,SW170293_Correction ListCounty of Orange OC Public Works OC Planning Main Office 300 N. Flower Street Santa Ana, CA 92702-4048 Residential 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 8:00 a.m. to 4:00 p.m. except holidays. Project Number:RS171875-RS171876,SW170293,EL171704,PB172172 Submittal Date:Jan 30, 2018 CBC Edition: 2013 Plan Check Date: 2/14/2018 4:21 PM Description:New pool (940 sq.ft.) with attached spa (100 sq.ft.). New freestanding trellis. New detached cabana. Job Address 9 TIDE WATCH NEWPORT COAST, CA Owner Address Yucan Cui 9 Tide Watch Newport Coast CA92657 1st Plan Check 1/8/18 Current - 1st Recheck Plan Checked By Contact Address Matthew Kaplan 5000 BIRCH ST WEST WING STE 3000 Newport Beach CA92660 949-506-9655 theauroagroupinc@gmail.com Page 1 of 7 RS171875-RS171876,SW170293,EL171704,PB172172 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 resubmitted with three (3) sets of new prints. Return the previous check print with revised plans. The correction list is available on line at http://ocplanning.net (Click on the plan check status). The Structural Engineer or Civil Engineer or Architect responsible for the project shall sign three final approved sets of plans. The third set is for the assessor´s Office. Note on the correction sheet the location of the completed corrections on your plans. Plans will not be rechecked at the counter, allow ten (10) working days for recheck. Page 2 of 7 2/14/2018 4:21 PM RS171875-RS171876,SW170293,EL171704,PB172172 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 7 2/14/2018 4:21 PM RS171875-RS171876,SW170293,EL171704,PB172172 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 7 2/14/2018 4:21 PM RS171875-RS171876,SW170293,EL171704,PB172172 Residential Plan Check Corrections Sheet Comments By RS 2016 D. Leever1 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 D. Leever2 RS CRC 2016 Pending D. Leever2.1 PLAN REQUIREMENTS Pending D. Leever2.1.1 Revise treills and cabana plans to show compliance with OCFA approval letter requirements (such as non-combustible materials or fire-retardant treated wood per CBC 710A). Pending D. Leever2.1.2 Revise cover sheet of the plans to include a summary of the scope of work, and include area of the proposed trellis, cabana, pool, and spa. Permit description and valuation will be verified at time of recheck. Revise cover sheet of plans to indicte correct dimensions and floor area of the proposed cabana. Structural plans show 26' X 16' (416sf). Also indicate correct size of the proposed spa as shown on site plan. See red amrks on sheet TS-1. Pending D. Leever2.1.3 Revise cabana foundation plan and footing detail to provide deepened footing to meet minimum slope setback requirements per CBC 1808.7.2 and soils report recommendation of 14´ from bottom of footing to slope face (soils report by PA & Associates, dated 9-30-17, page 11). Pending D. Leever2.1.4 Revise cabana foundation plan to provide 18"deep grade beams inter -connecting the pad footings, as recommended by soils report page 11. Revise cabana footing detail 2/S5 to show grade beam and grade beam connection to pad footing Pending D. Leever2.2 GENERAL CONSTRUCTION REQUIREMENTS Pending D. Leever2.2.1 Provide a cross sectional drawing through the side yard lattice patio cover and adjacent ascending slope at the adjacent property to the south (10' higher, 2:1 slope with 6' high retaining wall per soils report page 1) . Indicate the total vertical height (H) of the slope, slope gradient (i.e. 2:1, or 1.5:1) and the required setback from the lattice patio cover to toe of slope per CBC 1808.7.1 and CBC Figure 1808.7.1. Minimum setback required is the smaller of H/2 or 15´. Alternate setback may be considered through setback waiver process, see attached example and instructions. Setback waiver requires separate permit number with associated fees, usually requires $500 deposit. Revise the cross sectional drawing of the trellis on sheet LS-2 to indicate the dimension from the trellis post to the back of the retaining wall. Provide minimum required slope setback H/2 (5'/2 = 2'6") or apply for a setback waiver. Page 5 of 7 2/14/2018 4:21 PM = Indicates line item not Cleared. RS171875-RS171876,SW170293,EL171704,PB172172 Residential Plan Check Corrections Sheet Comments By Pending D. Leever2.2.2 Provide a cross sectional drawings through the cabana and the adjacent descending slope at the rear and at the side. Indicate the total vertical height (H = 40´ per soils report page 1) of the slope, slope gradient (2:1 per soils report) and the required setback from the bottom of the proposed pool to the slope face (daylight) per CBC 1808.7.2 and CBC Figure 1808.7.1. Revise cabana foundation plan to provide deepened footings, as needed, to meet slope setback requirements Remove pool from cabana cross sectional drawing. Revise cabana cross sectional drawing to show footings. Indicate footing depth and distance from bottom of footing to slope face. See red marks on sheet LS-2. Pending D. Leever2.3 STRUCTURAL Pending D. Leever2.3.1 Provide design and details for the roof trusses at the cabana, or provide roof truss shop drawings reviewed and approved by Engineer of Record. If trusses are to be a deferred submital, provide a note on the cover sheet to indicate this. See red marks on sheet S6. SWIMMING POOL STANDARD PLANS Pending D. Leever3 1.Upon final approval and prior to permit issuance, the applicant shall be required to submit one hard copy set of plans AND one USB drive containing separate .pdf files for the following as applicable: construction plans (including all trades), structural calculations, soils report(s), 2. File naming convention examples: SW170293.RS171875-6.plans.pdf SW170293.RS171875-6.structuralcalculations.pdf SW170293.RS171875-6.soils.pdf 3. It is the contractor or owner/builder's responsibility to provide one hard copy set of plans with county approval stamp in the field for inspector to view. Pending D. Leever4 Minimum setback from any footing shall not be less than height of pool wall unless calculations are submitted to show pool wall is designed to take surcharge from the cabana. Indicate depth of pool at side adjacent to the cabana and indicate the distance from the pool wall to edge of cabana footings. Pending D. Leever5 Note on plans that all gates shall be self closing and self latching with a latch a minimum of 5´ high and must be swinging outward away from pool area. Revise all site plans to show the side gate swinging outward, away from pool area. See red marks on sheet TS-1 (typical all site plans). Pending D. Leever6 The attached Structural Observation form is to be completed, checkmarked for caissons, and signed by the homeowner at the bottom. This form is to be included on the plans. Page 6 of 7 2/14/2018 4:21 PM = Indicates line item not Cleared. RS171875-RS171876,SW170293,EL171704,PB172172 Residential Plan Check Corrections Sheet Comments By Pending D. Leever7 Provide a cross sectional drawing through the pool and the adjacent descending slope. Indicate the total vertical height (H = 40´ per soils report page 1) of the slope, slope gradient (2:1 per soils report) and the required setback from the bottom of the proposed pool to the slope face (daylight) per CBC 1808.7.2 and CBC Figure 1808.7.1. (14' minimum per soils report page 11). Provide a separate cross section showing the pool only. Include pool caissons. Pending D. Leever8 If applicable - Revise plans to show vertical height dimension from water surface to the overhead electrical conductor cable. Minimum clearance shall be per CEC Section 680.8 and Figure 680.8 (see attached). If not applicable, provide note on the plans "No overhead electric lines". Pending D. Leever9 At the time of issuance, contractor shall provide proof of California Contractor License C53. Pending D. Leever10 That portion of the pool wall within a horizontal distance of 7 feet from the top of the slope shall be capable of supporting the water in the pool without soil support. [CBC1808.7.3]. Pending D. Leever11 Revise swimming pool plan to show correct rebar spacing at deep end at the pool slab, per calculations page 52 (#5 @8" o.c. top and bot). Pending D. Leever12 Revise pool wall calculations to use equivalent fluid pressure of 125pcf for highly expansive soils as indicated in the soils report by PA & Associates, dated 9-30 -17, page 13. Revise pool structural plans and details accordingly. Or provide an addendum to the soils report to provide alternate design equivalent fluid pressure for low expansive soils as indicated in soils report page 7. Calculations pages 53-56 have been revised to include 125pcf equivalent fluid pressure, however, the required rebar in these calculations does not match the rebar per calculations pages 50-52. Revise calculations to be consistant. Also revise pool structural plans and details accordingly. Pending D. Leever13 Provide addendum to soils report to provide recommendation for minimum and maximum caisson spacing. Maximum caisson spacing 10´ per calculations page 58. Revise plans to show caisson spacing that complies with both soils report recommendations and caisson design calculations page 58. Pending D. Leever14 Revise caisson design to include lateral pressure of 1000psf at the top 5 feet as recommended by soils report page 12. Revise structural plans and details accordingly. Pending D. Leever15 Revise the structural plan sheet S-2.0 to include the proposed spa and spa caissons. Provide details and calculations accordingly. Page 7 of 7 2/14/2018 4:21 PM = Indicates line item not Cleared.