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2% SI T E P L A N A1.0 REVISIONS BY DATE SCALE JOB NO. SHEET DRAWN AS SHOWN 1008 05/2025 20 1 6 S . O A K S T . SA N T A A N A , C A SCALE: 1/8"=1'-0" SITE PLAN EXISTING & PROPOSED (E) GAS METER (E) ELECTRICAL PANEL TO BE UPGRADED GENERAL NOTES 1.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BY-PRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. 2.ANY CONTRACTOR PERFORMING WORK AS INDICATED HEREON FOR THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OR HER OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 3.THE CONTRACTOR AGREES THAT HE OR SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE CITY ENGINEER AND THEIR REPRESENTATIVE, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE CITY ENGINEER. 4.ALL ELECTRICAL AND PLUMBING INSTALLATIONS TO BE IN COMPLIANCE WITH GOVERNING CODES. 5.ALL ELECTRICAL OUTLETS TO BE TAMPER PROOF AND LOCATED MINIMUM 12' ABOVE FINISHED FLOOR (TYP) U.N.O. 6.LOW CONSUMPTION 1.28 GPF WATER CLOSET SHALL BE INSTALLED. 7.SHOWER SHALL HAVE EITHER PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE. 8.6' MIN HIGH, NONABSORBENT SURFACE AT SHOWER PERIMETER WALLS. 9.FASTENERS FOR PRESERVATIVE TREATED OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL AS PER ASTM-A153. 10.ALL EXTERIOR OUTLETS SHALL BE GFI-WATER PROTECTED CODE APPROVED. 11.FINISHED GRADE AROUND THE PROPOSED STRUCTURES SHALL SLOPE A MINIMUM OF 2 PERCENT AWAY FOR THE FIRST 10 FEET. 12.ALL NEW UTILITIES TO BE INSTALLED UNDERGROUND PER SAMC 41-626. 13.NO KNOWN EASEMENTS WERE FOUND ON THE SUBJECT PROPERTY BASED ON AVAILABLE INFORMATION. EARTHWORK CUT = 0 cubic yards FILL = 0 cubic yards GRADING NOTES 1.EXCAVATIONS BELOW EXISTING FINISHED GRADE ARE FOR FOOTINGS FOR THE CONSTRUCTION OF A BUILDING ONLY AND WILL BE AUTHORIZED BY A BUILDING PERMIT. 2.ANY CUT OR FILL SHALL NOT EXCEED ONE HUNDRED CUBIC YARDS OF MATERIAL. IF MORE THAN 50 CUBIC YARDS OF CUT AND FILL IS BEING MOVED ON THE PROJECT SITE, A GRADING PERMIT SHALL BE REQUIRED FROM THE PUBLIC WORKS DEPARTMENT. 3.WE, THE ARCHITECT, ENGINEER, CONTRACTOR AND PROPERTY OWNER(S) OF A PROJECT HEREIN THE ATTACHED SET OF DRAWINGS, UNDERSTAND THAT SAID INFORMATION WILL BE A BASIS FOR SUBSEQUENT CITY ACTION ON THE PROJECT PROPOSED AND DESCRIBED HEREON. WE, THE ARCHITECT, ENGINEER, CONTRACTOR AND PROPERTY OWNER(S) ALSO UNDERSTAND THAT APPROVAL OF THIS REQUEST DOES NOT RELIEVE US FROM RESPONSIBILITIES TO PROVIDE NECESSARY PROTECTION TO "LIFE, LIMB, AND PROPERTY" AS INTENDED BY CORONA MUNICIPAL CODE SECTION NO. 15.36, WHICH RETENTION OF A SOILS ENGINEER'S SERVICE IS CONSIDERED AN ESSENTIAL PART OF THIS PROTECTION. WE CERTIFY THAT ALL INFORMATION SUBMITTED WITH AND WITHIN THIS SET OF DRAWINGS ATTACHED HERETO IS TRUE AND ACCURATE TO THE BEST OF OUR KNOWLEDGE AND BELIEF. 4.EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE AND/OR PREVENT THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE. 5.APPROPRIATE BMPS FOR CONSTRUCTION RELATED MATERIALS, WASTES, SPILLS, OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. RA F A E L G A L A V I Z (N) ACCESSORY DWELLING UNIT 749 SQ. FT 2016 OAK ST (E) GARAGE (E) SINGLE-FAMILY RESIDENCE 920 SQ. FT 2014 OAK ST PROPERTY LINE 126'-1" 49 ' - 4 " 5' - 1 1 " 22'-0" 20 ' - 1 " 122'-2" FROM STREET TO BACK OF A.D.U. 4'-2" EX. 3" CLAY SEWER LINE TO BE UPSIZED NEW 4" PVC LINE EX.3" CLAY PIPE TO BE ABANDONED 4' - 0 " OA K S T R E E T 20'-5" @ PERIMETER TO REMAINEX. CMU WALL TO REMAIN EX. FRONT TURF EX. CONC. PATHWAY FRONT YARD EX. FRONT TURF 39 ' - 5 " DRAINAGE NOTES 1. SURFACE DRAINAGE MUST BE DIRECTED TO A STORM SEWER OR APPROVED COLLECTION POINT THAT DOES NOT CREATE A HAZARD. 2. LOTS MUST BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. 3. THE GRADE MUST SLOPE AT LEAST 6 INCHES WITHIN THE FIRST 10 FEET FROM THE FOUNDATION. 4. IF BARRIERS PREVENT A 6-INCH FALL WITHIN 10 FEET, DRAINS OR SWALES MUST BE PROVIDED TO DIRECT WATER AWAY FROM THE STRUCTURE. 5. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE FOUNDATION MUST SLOPE AT LEAST 2% AWAY FROM THE BUILDING. 2% 2% 2% 2% 2% 4% 4% 2%2% 2% 2% LEGEND MIN SLOPE DIRECTION OF FLOW EX. CMU WALL