Laserfiche WebLink
AR <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />/ <br />D <br />E <br />S <br />I <br />G <br />N <br />E <br />R <br />: <br /> <br /> <br />REVISION BY:DRAWN BY: <br />SHEET NO.: <br />PROJECT NUMBER: <br />ISSUED DATE: <br />PLOT DATE: <br />DE <br />V <br />E <br />L <br />O <br />P <br />E <br />R <br />: <br />LO <br />C <br />A <br />T <br />I <br />O <br />N <br />: <br />DATENO.DESCRIPTION. <br />REVISIONS <br />A.N. <br />10 <br />2 <br />0 <br /> <br />S <br /> <br />H <br />I <br />C <br />K <br />O <br />R <br />Y <br /> <br />S <br />T <br />GR <br />A <br />D <br />I <br />N <br />G <br />/ <br /> <br />D <br />R <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />N <br />O <br />T <br />E <br />S <br />PROJECT INFORMATION <br />SCOPE OF WORK: <br />OWNER <br />CIVIL ENGINEER <br />ADDRESS: <br />Signed @ 4-27-24 by Arsalan <br />GENERAL GRADING NOTES: <br />1.All grading shall comply with the latest CBC Chapters 18 and 33, and Appendix J and the Santa Ana <br />Municipal Code. A City grading permit is required for grading. <br />2.Grading shall not be started without first notifying the City Grading Inspector. A pre-grading <br />meeting on the site is required before starting of grading with the following people present: Grading <br />Contractor, Design Civil Engineer, Geotechnical Engineer, Grading Inspector and when required, the <br />Archaeologist and Paleontologist. The required inspections for grading will be explained at this <br />meeting. <br />3.An approved copy of the grading plans shall be on the permitted site while work is in progress. <br />4.The Design Civil Engineer shall be available during the grading to verify compliance with the plans, <br />specifications, code and any special conditions of the permit within his purview. <br />5.The Geotechnical Engineer shall perform periodic inspections and submit a complete report and map <br />upon completion of the rough grading. The compaction report and approval from the Geotechnical <br />Engineer shall indicate the type of field testing performed. Each test shall be identified with the <br />method of obtaining the in-place density, whether sand cone or drive ring, and shall be so noted for <br />each test. Sufficient maximum density determinations shall be performed to verify the accuracy of <br />the maximum density curves by the field technician. <br />6.Cut and fill slopes shall be no steeper than 2 foot horizontal to 1 foot vertical (2:1) except where <br />specifically approved otherwise. <br />7.Fills shall be compacted throughout to a minimum of 90% relative density. Aggregate base for <br />asphaltic areas shall be compacted to minimum of 95% relative density. Maximum density shall be <br />determined by uniform building code standard No. 70-1 or approved equivalent, and field density by <br />uniform code standard no. 70-2 or approved equivalent. <br />8.The Contractor shall not create any trench or excavation 5-feet or more without the necessary permit <br />from the State of California Division of Industrial Safety. <br />9.All cut slopes shall be investigated both during and after grading by the Geotechnical Engineer to <br />determine if any slope stability problem exists. Should excavation disclose any geological hazards <br />or potential geological hazards, the Geotechnical Engineer shall submit a recommended treatment to <br />the City Engineer for approval. <br />10.The permittee is responsible for dust control measures. Water active sites at least twice daily. <br />11.The locating and protection of all existing utilities is the responsibility of the permittee. <br />12.Grading operations, including maintenance of equipment, within one-half (1/2) mile of a structure <br />of human occupancy shall not be conducted between the hours of 8:00 p.m. and 7:00 a.m. on <br />weekdays, including Saturday, or any time on Sunday or a federal holiday. (City of Santa Ana <br />Municipal Code Section 18-314) <br />13.The permittee shall give reasonable notice to the owner of adjoining lands and buildings prior to <br />beginning excavations, which may affect the lateral and subjacent support of the adjoining property. <br />The notice shall state the intended depth of excavation and when excavation commences. The <br />adjoining owner shall be allowed at least 30 days and reasonable access on the permitted property to <br />protect his structure, if he so desires, unless otherwise protected by law. <br />14.All existing drainage courses through the site shall remain open to handle the storm water; however, <br />in any case, the permittee shall be held liable for any damage due to obstructing natural drainage <br />patterns. <br />15.Approved erosion protection devices shall be provided and maintained during the rainy season and <br />shall be in place at the end of each day’s work. Proper erosion control measures must be shown on <br />the plans. <br />16.Construction sites shall be maintained in such a condition that an anticipated storm does not carry <br />wastes or pollutants off the sites. <br />Discharges of material other than storm water are allowed only when necessary for performance and <br />completion of construction practices and where they do not: cause or contribute to a violation of any <br />water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a <br />hazardous substance in a quantity reportable under Federal Regulations 40 CFR 117 and 302. <br />Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, <br />stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, <br />paint flakes or stucco fragments; fuels, oils, lubricants, and hydraulic radiator or battery fluids; <br />fertilizers, vehicles/equipment wash water and concrete wash water; concrete, detergent or floatable <br />wastes; wastes from any engine/equipment steam cleaning or chemical degreasing; and <br />superchlorinated potable water line flushings. <br />During construction, disposal of such materials should occur in a specified and controlled temporary <br />area on-site, physically separated from potential storm water run-off, with ultimate disposal in <br />accordance with local, state, and federal requirements. <br />17.Dewatering of contaminated groundwater, or discharging contaminated soils via surface erosion is <br />prohibited. Dewatering of non-contaminated groundwater requires a National Pollutant Discharge <br />Elimination System (NPDES) permit from the respective State Regional Water Quality Control <br />Board. <br />18.All dirt, sand, mud, or debris deposited or spilled upon public streets during any grading, hauling, or <br />export operations shall be immediately cleaned up by the Developer, his Contractor, Subcontractors, <br />or agents to the satisfaction of the City Engineer. Failure to do so will be cause for stopping all such <br />grading, hauling, or export work by the City until such time as the streets are cleaned. <br />19.All trucks hauling dirt, sand, oil, or other loose materials are to be covered or should maintain a least <br />two feet of freeboard in accordance with the requirements of CVC Section 23114. <br />20.Contractor is responsible for the repair of all damages to public properties that are caused by the <br />work on-site. Repair must be completed to the satisfaction of the City Engineer. <br />21.Minimum asphalt pavement sections shall be: <br />3”AC/6”AB - parking aisles <br />4”AC/8”AB - drives [commercial] <br />4”AC/12”AB - drives [industrial] <br />3” A.C. over 4” A.B. - Parking Stalls [multi-family] <br />3” A.C. over 8” A.B. - Drive aisles [multi-family] <br />22.Earthwork Volumes: <br />Cut 5 cubic yards (Fine Grading) <br />Fill 5 cubic yards (Fine Grading) <br />Net 0 cubic yards <br />EROSION AND SEDIMENT CONTROL GENERAL NOTES <br />1.All work shall be in accordance with the erosion control plans, the project’s Storm Water Pollution <br />Prevention Plan (SWPPP), and the recommendations of soils report. <br />2.Erosion control measures shall be in place at the end of each working day whenever the daily rainfall <br />probability exceeds 40%. <br />3.Equipment and workers for emergency work shall be made available at all times during the rainy <br />season. Necessary materials shall be available on site and stockpiled at convenient locations to <br />facilitate rapid construction of temporary erosion control devices at all time. <br />4.Controls shall be set up and maintained as construction proceeds. Adjustments to the erosion control <br />plans are allowable as required and approved by city. <br />5.All erosion and sediment control measures shall implement structural and nonstructural Best <br />Management Practices (BMPs) in conformance with the guidelines of the California Storm Water <br />BMP Handbooks. <br />6.After a rainstorm, all sediment and debris shall be removed from streets, berms and desilting basins. <br />Any graded slope surface protection measures damaged during a rainstorm shall be immediately <br />repaired. <br />7.The permittee and contractor shall be responsible and shall take necessary precautions to prevent <br />trespass onto areas where impounded water created a hazardous condition. <br />23.If the net volumes exceed 500 cubic yards, the Contractor must submit a haul truck route to the city <br />for approval. Haul route shall include the location of borrow and/or dispersal site, all streets <br />included in the route, the proposed staging area and the maximum gross weight of the trucks when <br />loaded. <br />24.Submit an 8 ½” x 11” haul route map of appropriate scale which indicates the location of the project <br />site, showing streets and direction of hauling up to and including the end of the route. <br />25.Pursuant to Assembly Bill 3019, no excavation permit is valid unless the contractor contacts and <br />obtains an Inquiry I.D. number from “Underground Service Alert” (1-800-422-4133) at least two <br />working days prior to commencing excavation. <br />26.Separate permits must be obtained from the City Building and Safety Division for the construction of <br />retaining walls, light poles, trash enclosures, on-site plumbing and all building structures. <br />27.All fonts on plans should be a minimum of 0.1”. <br />1022 S Hickory St <br />1/9/2025