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HomeMy WebLinkAboutSW110099_068t0000003ZPsgAAG_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 7:30 a.m. to 5:00 p.m. except holidays. Project Number:SW110099 Submittal Date:Jul 27, 2011 CBC Edition: 2007 Plan Check Date: 8/17/2011 3:46 PM Description:New pool with attached spa and infinity edge (750 sqft.) on 14 caissons. New pool equpiments (filter, heater and pump). Job Address 1 PELICANS DR NEWPORT COAST, CA Owner Address Terry Adams 1 Pelicans Dr Newport Coast CA92657 Current - 1st Plan Check 8/16/11 Architect of Record Daniel Stewart & Associates 2753 Camino Capistrano B-2 San Clemente CA92672 949-361-9388 Engineer of Record Pool Engineering 1201 N. Tustin Anaheim CA92801 714-630-6100 Plan Checked By Xenia Regalia Xenia.Regalia@ocpw.ocgov.com (714) 667-8873 Contact Address Paul Ellison 25871 Vicar Way Lake Forest CA92630 949-683-9861 Page 1 of 8 SW110099 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. Sec. 107.4. At building permit issuance, one (1) additional set of plans consisting of summary or title sheet, plot plan, floor plans and elevations shall be required for the Assessor´s Office. INFORMATION Valid Worker´s Compensation Certificate or Owner-Builder Verification is required prior to issuance of building permits. Recheck by appointment only. Call your Plan Checker for recheck appointment. The correction list is available on the Internet at www.ocplanning.net Page 2 of 8 8/17/2011 3:46 PM SW110099 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 8/17/2011 3:46 PM SW110099 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 8/17/2011 3:46 PM SW110099 Residential Plan Check Corrections Sheet Comments By SWIMMING POOL STANDARD PLANS X. Regalia1 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 X. Regalia2 HOA approval is required. Pending X. Regalia3 Provide proposed door alarm system and identify all alarmed door locations on the plans. Pending X. Regalia4 NOTICE: All pool/spa plans shall have all County of Orange notes and required information incorporated (NPDES Notes, Special Inspector Form, Application Questionare Form, Cross Sections of pool/spa in both directions, General Plan Notes & Requirements) Pending X. Regalia4.1 Fill-out and provide the NPDES Form. Pending X. Regalia4.2 Provide the approved Fire Ant Form. Pending X. Regalia4.3 Fill-out and provide the Special Inspection Form by either the homeowner, engineer, or architect. Pending X. Regalia4.4 Complete the Pool/Spa Questionaire. Pending X. Regalia4.5 Show and identify on the plans all easements of record. If there are no easements, provide a note on the plan signed by the (designer, owner or the contractor) as follows: "I have verified the subject property´s grant deed and title report and have found no easements in the area of the proposed construction. I acknowledge that I am responsible and accountable for not constructing in the easements". Signature_________________Date____________ Pending X. Regalia5 County of Orange Pool/Spa Notes must be on plans. Pending X. Regalia5.1 Pool and/or spa shall be completely enclosed by 5´ minimum high fencing and gates with no openings greater than 4". Gates to be self-closing and self -latching with latch a minimum of 5´ high and must be swinging outward. Pending X. Regalia5.2 Glazing within 5´ of water edge shall be tempered. Pending X. Regalia5.3 Pool equipment not to exceed noise level required by Orange County Noise Ordinance Section 4-6-5 of Division 6 Orange County Codified Ordinance. Pending X. Regalia5.4 Special Inspection is required on pools/spas during gunite or shortcrete placement in accordance with 2010 CBC Sections 1704.4, 1704.15, 1913 and Table 1704.4. Page 5 of 8 8/17/2011 3:46 PM = Indicates line item not Cleared. SW110099 Residential Plan Check Corrections Sheet Comments By Pending X. Regalia5.5 Concrete, gunite and shotcrete used in pools/spas construction shall be resistant to sulfates per 2010 CBC Chapter 19 and ACI 318 Table 4.3.1. Use F´c=4500 psi 28 day compressive strength with Type V Cement (maximum water/cement ratio = 0.45 per ACI Table 4.3.1) unless otherwise specify by soil report. Pending X. Regalia5.6 For expansive soil, scheduled require use of 100 PCF for level lot and 125 PCF for slopes when soil report is not available. Pending X. Regalia5.7 All electrical shall be in conformance with the 2010 CEC. Pending X. Regalia5.8 Pool shell and perimeter paved and unpaved surfaces shall be bonded in accordance with CEC 680.26(B). Bonding to perimeter surfaces shall be provided as specified in CEC 680.26(B)(2)(A) or (2)(B) and shall be attached to the pool reinforcing steel or copper conductor grid at a minimum of four (4) points uniformly spaced around the perimeter of the pool. Pending X. Regalia5.9 Pool/spa water heater and gas piping installation to be in conformance with the 2010 CPC. Pending X. Regalia5.10 Two return drains required, one drain at the bottom and one drain at the side 2" within bottom, minimum 4´ apart with anti-vortex covers. Pending X. Regalia5.11 Contractor is advised to refer to Section 115928 of the California Health and Safety Code for proper installation of the pool drain system. Pending X. Regalia5.12 All drains, grates, protective devices & skimmer cover for swimming pools/spas must be approved by this agency prior to installation. Pending X. Regalia5.13 All equipment shall be installed per manufacturers´ recommendations and in accordance with the County of Orange regulations. Pending X. Regalia5.14 Prior to steel inspection, Building Inspection will require a memo from the Soil/Geotechnical Engineer stating "Pool excavation is suitable for the support of the structure and the design assumptions are considered adequate." Pending X. Regalia5.15 Dirt and construction debris shall go to a legal dump site. Pending X. Regalia5.16 Property marker must be visible at the time of inspection or a survey will be required. Pending X. Regalia6 Engineer to stamp and wet sign corrected plans. Pending X. Regalia7 At the time of issuance, contractor shall provide proof of California Contractor License C 53. Page 6 of 8 8/17/2011 3:46 PM = Indicates line item not Cleared. SW110099 Residential Plan Check Corrections Sheet Comments By NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM Pending X. Regalia8 Include "National Pollutant Discharge Elimination System Notes" on first sheet of plans and fill the required information in item 1. Pending X. Regalia9 Provide Erosion and Sediment Control Plan (ESCP). This submittal is seperate from grading submittal. You can use your site plan to show the location of required sand bags and concrete washout area. (Use details WM-8 for washout area and SE-8 for sand bags) Pending E. Lee.VCA10 General Framing , Foundation, pile, etc. Pending E. Lee.VCA11 See sheet S-1.0, (a) At concrete notes,please revise type V to II cement per soil report p. 8 recommendation, (b) at design criteria, please clarify and revise equivalent fluid pressure from 45 to 75 pcf, when resubmittal. Pending E. Lee.VCA12 Please response color marked notes from the plan and design calculation. Pending E. Lee.VCA13 See plan sheet 5, left bottom , and geotechnical report sheet p.5 top, please show compliance that western side of the pool should be supported by a row of piles such that a minimum horizontal setback of at least 20 feet is maintained between the outside bottom edge of the piles and slope face. Also, please show existing slope profile or boundary based on current field graded condition, so the minimum setback distance can be verified. Pending E. Lee.VCA14 Computer Application : A user´s guide must be submitted with computer calculations. To provide a project modeling sketch, approach and design procedures. verify all input ,orientation, loading, member sizes,dimensions, etc. Breakdown each input loadings from in the design process. To clouded or color marked the output that is using in the structural elements design. Pending E. Lee.VCA15 The critical row of Pile and/or caisson shafts shall be designed for a lateral load of 1000 pounds per linear foot of embedment in the creep zone , how this requirement got input into the computer program? Pending E. Lee.VCA16 Please see geotechnical report P. 4-6, please demonstrate and provide echo document that following three requirements were input into computer program for the pool & spa design, show or echo each input parameters, (a) 75 pcf earth fluid pressure equivalent acting on the outer surface of the pool and spas wall, (b) Pool and spa walls shall be designed using a lateral earth pressure of 62.4H psf (where H, equals the vertical depth in feet below the ground surface, that is acting on the inner face of the spa wall. Pending E. Lee.VCA17 provided design calculation result from computer output, please color or clouded marked on the sheet for each critical output in the design consideration, add specific notes where and how to use those critical result into the design for critical structural elements, pool, spa, wall, footing or pile. Page 7 of 8 8/17/2011 3:46 PM = Indicates line item not Cleared. SW110099 Residential Plan Check Corrections Sheet Comments By Pending E. Lee.VCA18 See design calculation sheet p.12-table , please corss reference table result from sap 2000 output specifically. Pending E. Lee.VCA19 Provide a copy of computer design calculation output from SAP 2000, for each critical input loading , please keynote, breakdown each input load & parameters, shown echo data sheets, color marked or clouded the results that were used in the design process,if critical output data specifically referenced to other sheet or table, please add a specific note for the verification. Pending E. Lee.VCA20 Add or shown or scan" final approved soil report recommendations for footings/caissons & retaining walls and decks on foundation plan. See final "approved" soil report from Grading Section. Pending E. Lee.VCA21 The foundation/caissons designs, plans and details shall be reviewed and approved by the Geotechnical Engineer of record for conformance to approved soil report recommendation s. (b) Geotechnical engineer approval may be either by sealing and signing the foundation plans or by a verification letter, which is sealed and signed. Page 8 of 8 8/17/2011 3:46 PM = Indicates line item not Cleared.