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1.ALL CONSTRUCTION SHALL CONFORM TO THE 2022 CBC <br />(CALIFORNIA BUILDING CODE). <br />2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON <br />THE PLANS AND AT THE CONSTRUCTION SITE PRIOR TO <br />COMMENCING WORK AND SHALL REPORT ANY DISCREPANCY TO <br />OWNER BEFORE PROCEEDING. <br />3.CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY EXISTING <br />MATERIALS, STRUCTURES OR IMPROVEMENTS THAT ARE TO <br />REMAIN AFTER THE CONSTRUCTION. CONTRACTOR SHALL REPAIR <br />ANY DAMAGES TO THE SAME THAT ARE THE RESULT OF HIS <br />OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN WAS <br />EXISTING AT HIS OWN EXPENSE. <br />4.CONTRACTOR SHELL ENSURE THAT ALL WORK IS CARRIED OUT IN <br />A SAFE ENVIRONMENT. IT SHALL BE THEIR RESPONSIBILITY TO SEE <br />THAT ALL CONSTRUCTION SAFETY REGULATIONS APPLICABLE ARE <br />OBSERVED. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING <br />AND COMPANY FIRE REGULATIONS. <br />5.ALL CONSTRUCTION MATERIALS SHALL BE NEATLY STACKED IN <br />AREAS DESIGNATED AND APPROVED BY OWNER. <br />6.DO NOT SCALE DRAWINGS. USE DIMENSIONS NOTED. <br />7.EXISTING UNDERGROUND UTILITIES AND FOUNDATIONS SHALL BE <br />LOCATED BY CAREFUL EXCAVATION INCLUDING AS REQUIRED. <br />EXCAVATION BY HAND BEFORE STARTING FOUNDATION <br />EXCAVATION WORK. SUPPORT AND PROTECTION OF THESE <br />UTILITIES AND FOUNDATIONS SHALL BE PROVIDED DURING <br />EARTHWORK OPERATIONS IF THEY ARE TO REMAIN IN PLACE. <br />SHOULD UNCHANGED OR INCORRECTLY CHARTED UNDERGROUND <br />UTILITIES AND FOUNDATIONS BE ENCOUNTERED DURING <br />EXCAVATION, CONSULT THE OWNERS CONSTRUCTION <br />COORDINATOR IMMEDIATELY FOR DIRECTIONS. <br />8.ALL UNDERGROUND PIPING, ELECTRICAL GROUNDING AND DUCT <br />BANKS SHALL BE IN PLACE PRIOR TO POURING FOUNDATIONS AND <br />PAVING. <br />9.THE CIVIL PLANS SHALL BE USED IN CONJUNCTION WITH ALL <br />OTHER RELEVANT PLANS FOR THE PROJECT. <br />10.ALL STEEL, INCLUDING FASTENERS, ANCHOR BOLTS, AND THE <br />ACCESSORIES, EXPOSED TO WEATHER, SHALL BE GALVANIZED OR <br />STAINLESS STEEL. <br />11.ASPHALT SECTIONS MUST BE: PARKING STALLS = 3" A/C OVER 6" <br />A/B, DRIVES 3" A/C OVER 10" (COMM.) 12" (INDUSTRIAL). <br />CIVIL GENERAL NOTES: <br />1.CONCRETE CONSTRUCTION DETAILS SHALL CONFORM TO THE <br />LATEST EDITION OF ACI 318. <br />2.CONCRETE PILES SHALL CONFORM TO THE LATEST ADDITION OF <br />ACI 336.1. <br />3.CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM <br />C150 TYPE II UNLESS OTHERWISE NOTED. <br />4.AGGREGATE SHALL CONFORM TO ASTM C33 AND SHALL HAVE A <br />MINIMUM SIZE OF 1 INCH. <br />5.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING <br />TO ASTM A706, GRADE 60 UNLESS NOTED OTHERWISE. DETAILING, <br />FABRICATION, AND ERECTION SHALL CONFORM TO ACI DETAILING <br />MANUAL. <br />6.SPLICING OF REINFORCING STEEL IS NOT PERMITTED. <br />7.CONCRETE PROTECTION FOR REINFORCEMENT: REINFORCING <br />STEEL SHALL HAVE THE FOLLOWING MINIMUM CONCRETE <br />COVERAGE (EXCEPT AS NOTED ON STRUCTURAL DRAWINGS). <br />A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO <br />EARTH = 3” <br />B) CONCRETE EXPOSED TO EARTH OR WEATHER = 2” <br />C) CONCRETE NOT EXPOSED TO WEATHER AND NOT IN <br />CONTACT WITH GROUND = 2” <br />8.ALL REINFORCING BARS, ANCHOR BOLTS, DOWELS AND OTHER <br />INSERTS SHALL BE ACCURATELY AND SECURELY PLACED <br />BEFORE POURING CONCRETE. <br />9.ALL BARS SHALL BE CLEAR OF DUST, GREASE, OR OTHER <br />MATERIALS THAT MIGHT AFFECT ITS BOND TO CONCRETE. ALL <br />BAR BENDS SHALL BE MADE COLD. <br />10.ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 MIN GR 36 <br />UNLESS NOTED OTHERWISE. <br />11.GROUT: <br />A)GROUT UNDER STEEL PLATES SHALL BE CEMENTITIOUS <br />NON-SHRINK STRUCTURAL TYPE AND HAVE A MINIMUM <br />COMPRESSIVE STRENGTH OF 6,000 PSI. <br />B)GROUT UNDER ALL RECIPROCATING AND CENTRIFUGAL <br />MACHINERY EQUIPMENT SUBJECT TO VIBRATION SHALL BE <br />FLOWABLE EPOXY TYPE WITH A MINIMUM COMPRESSIVE <br />STRENGTH OF 5,000 PSI. <br />12.CURING AND PROTECTION SHALL BE IN ACCORDANCE WITH ACI <br />301, CHAPTER 12. CONCRETE SHALL BE PROTECTED <br />ADEQUATELY FROM DAMAGED BY SUN, RAIN, FLOWING WATER, <br />OR MECHANICAL IMPACT, AND SHALL NOT BE ALLOWED TO DRY <br />OUT FROM THE TIME IN THIS PLACE UNTIL THE COMPLETION OF <br />THE CURING PERIOD. CURING SHALL BE ACCOMPLISHED BY <br />MOIST CURING OR BY APPLICATION OF LIQUID <br />MEMBRANE-FORMING COMPOUND. CURING SHALL BE INITIATED <br />IMMEDIATELY FOLLOWING THE REMOVAL OF FORMS. <br />13.ALL EQUIPMENT SHALL BE PLACED AFTER VERIFICATION THAT <br />THE CONCRETE MEETS THE REQUIRED STRENGTH. <br />14.ALL EXPOSED EDGES ON CONCRETE STRUCTURES SHALL HAVE A <br />1”, 45° CHAMFER UNLESS OTHERWISE NOTED. <br />15.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF <br />F'C = 2,500 PSI UNLESS OTHERWISE NOTED ON DESIGN DRAWING. <br />16.CONCRETE FINISH: <br />A)HORIZONTAL SURFACE SHALL HAVE A STEEL TROWEL FINISH. <br />B)VERTICAL SURFACE SHALL BE FILLED AND SACKED TO <br />PROVIDE A SMOOTH SURFACE FREE OF VOIDS. <br />CONCRETE NOTES: <br />IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY <br />ARE ACTING UNDER THE DIRECTION OF A LICENSED <br />PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. <br />REV DATE DESCRIPTION <br />PROJECT NO: <br />DRAWN BY: <br />CHECKED BY: <br />SHEET TITLE <br />SHEET NUMBER <br />UTILITY ACCEPTANCE STAMP <br />1 07/29/2025 RE-ISSUED FOR PERMIT <br />XXXX <br />MP <br />MP <br />2740 SOUTH BRISTOL ST <br />SANTA ANA, CA <br />ELECTRICAL VEHICLE <br />CHARGING STATIONS <br />C1.3 <br />CIVIL NOTES & DETAILS <br />REALTY 2740 <br />BRISTOL LLC <br />NO SCALE 16" CURB DETAIL <br />NO SCALE 2ASPHALT PATCH AT CURB DETAIL