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DE <br />F <br />DE <br />F <br />DEF <br />DE <br />F <br />X <br />Drawn / Checked by: <br />Date: <br />Scale: <br />Drawing Title: <br />No. <br />Lo <br />c <br />a <br />t <br />i <br />o <br />n <br />: <br /> <br />P: <br />\ <br />S <br />C <br /> <br />F <br />u <br />e <br />l <br />\ <br />1 <br />3 <br />3 <br />4 <br /> <br />S <br />a <br />n <br />t <br />i <br />a <br />g <br />o <br /> <br />S <br />t <br />, <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />\ <br />S <br />u <br />b <br />m <br />i <br />t <br />t <br />a <br />l <br />s <br />\ <br />2 <br />0 <br />2 <br />5 <br />- <br />0 <br />8 <br />2 <br />8 <br />- <br />R <br />e <br />s <br />u <br />b <br />m <br />i <br />t <br />t <br />a <br />l <br />\ <br />2 <br />0 <br />2 <br />5 <br />- <br />0 <br />8 <br />- <br />2 <br />8 <br />_ <br />S <br />C <br /> <br />F <br />u <br />e <br />l <br />s <br /> <br />- <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />P <br />C <br />C <br />3 <br />\ <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />- <br />D <br />E <br />F <br />. <br />1 <br />. <br />d <br />w <br />g <br /> - <br /> <br />Pl <br />o <br />t <br /> <br />D <br />a <br />t <br />e <br />: <br /> <br />8/ <br />2 <br />8 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />8 <br />: <br />4 <br />2 <br />: <br />5 <br />0 <br /> <br />A <br />M <br />F: 800-342-0507 <br />5932 Bolsa Avenue, Ste. #107 <br />Huntington Beach, CA 92649 <br />714-892-8810 <br />'PIKPGGTKPI %QPUVTWEVKQP <br /> 714-892-8812T: <br />Stamp: <br />$6L'HYHORSPHQW‹H[SUHVVO\UHVHUYHVDOO <br />common law copyright and property right in these <br />plans. These plans are not to be reproduced, changed <br />or copied in any form or manner whatsoever, nor are <br />they to assigned to any third party without first <br />obtaining the express written permission and consent <br />of ASi Development. <br />Project No.: <br />Sheet: <br />- <br />DP No.: <br />- <br />Date Description <br />1 10/17/2024 PCC 01 <br />2 01/01/2025 PCC 02 <br />3 06/12/2025 PCC 03 <br />4 08/28/2025 PCC 04 <br />GENERAL NOTES <br />1.SITE ADDRESS MUST BE VISIBLE FROM STREET. <br />2.ELECTRICAL WIRING AND EQUIPMENT SHALL MEET ELECTRICAL CODE <br />REQUIREMENTS. <br />3.ALL EQUIPMENT SHALE BE APPROVED & LISTED FOR THE PROPOSED USE. <br />4.SIGNS PROHIBITING SMOKING AND OPEN FLAMES SHALL BE POSTED AND <br />CLEARLY VISIBLE. <br />5.PIPING VALVES AND FITTINGS SHALL BE APPROVED AND LISTED FOR THE <br />SPECIFIC APPLICATION BEING PROPOSED. <br />6.NON-CORROSIVE OR CORROSION PROTECTED MATERIALS SHALL BE <br />PROVIDED TO AVOID GALVANIC ACTION OF DISSIMILAR METALS. <br />7.PIPE JOINTS SHALL BE LIQUID TIGHT AND PER MANUFACTURER'S LISTING. <br />8.STORAGE TANKS SHALL BE TESTED INDEPENDENTLY FROM THE PIPING. <br />9.DISPENSER PROTECTION SHALL BE BY A CONCRETE ISLAND 6 INCHES OR <br />CONCRETE BOLLARDS . <br />10.ALL EQUIPMENT SHALL BE APPROVED AND LISTED FOR THE PROPOSED USE. <br />11.BREAKAWAY DEVICES SHALL BE DESIGNED TO RETAIN LIQUIDS ON BOTH SIDES <br />OF THE BREAKAWAY POINT. <br />12.NOZZLES SHALL BE AUTOMATIC-CLOSING TYPE AND SHALL MEET <br />MANUFACTURER'S AND CODE REQUIREMENTS. <br />13.PIPING TESTS: 150 PERCENT OF MAXIMUM ANTICIPATED PRESSURE <br />HYDROSTATICALLY OR 110 PERCENT OF MAXIMUM ANTICIPATED PRESSURE <br />PNEUMATICALLY BUT NOT LESS THAN 5 PSIG AT THE HIGHEST POINT. <br />14.DISPENSER TO BE SECURED IN APPROVAL MANNER PER MFR. & LOCAL <br />JURISDICTION SPECIFICATIONS. <br />15.ALL DESIGN AND PLANS BASED ON THE 2022 CBC, CMC, AND ASCE-10 AND ACI <br />318-14. <br />1334 SANTIAGO ST., SANTA ANA, CA 92702 <br />SC FUELS <br />GRAPHIC SCALE: 1" = <br />0 40'60'20'20'10' <br />20' <br />SITE PLAN <br />VICINITY MAP <br />PE <br />N <br />N <br /> <br />W <br />A <br />Y <br />PROJECT SITE <br />THIS SITE PLAN HAS BEEN PREPARED WITHOUT THE BENEFIT <br />OF A TITLE REPORT, SITE SURVEY OR PRELIMINARY <br />INVESTIGATION WITH THE AUTHORITIES HAVING <br />JURISDICTION. <br />NOTE: <br />SCOPE OF WORK <br />1.INSTALL (1) NEW ABOVE GROUND 2,000 GALLON " BLUE 1 USA" MINI-BULK <br />HDPE SINGLE WALL WITHIN EXTERIOR SHELL INSULATED FRP PANELS LEAK <br />TIGHT HOUSING ABOVEGROUND TANK COMPLETED WITH TANK TOP EQUIPMENT <br />(OVERFILL ALARM,OVERFILL PREVENTION VALVE, INTERSTITIAL SENSOR, TANK <br />LEVEL PROBE, SUBMERSIBLE PUMP. <br />2.INSTALL (2) NEW "BENNETT" DEF DISPENSER. <br />3.INSTALL "DEF" COMPATIBLE DISPENSER HANGING HARDWARE & PIPING. <br />4.INSTALL "OMEGAFLEX" DOUBLE WALL FLEXIBLE PIPING SYSTEM WITH OPW <br />DUCT PIPING 4" DIA. / CASE PIPING TO NEW DISPENSERS. <br />5.AUTHORITY HAVING JURISDICTION TO BE ON-SITE FOR PIPING PRESSURE TEST <br />PRIOR TO BACKFILL (IF REQUIRED PER PERMIT). <br />6.INSTALL (1) NEW DEF AST TANK SLAB <br />7.CONTRACTOR TO TRENCH AND INSTALL 1" CONDUIT FOR LOW VOLTAGE FROM <br />VEDEER-ROOT PANEL TO EXISTING MODULAR BUILDING. <br />8.INSTALL 8' HIGH CHAIN LINK FENCE WITH PRIVACY SLATS OR SCREEN MESH. <br />SHEET INDEX <br />CLIENT & AGENT <br />PROJECT TEAM <br />I-5 F <br />W <br />Y <br />EXISTING CONCRETE <br />BOLLARD (TYP.) <br />(N) BENNETT DEF DISPENSER <br />(FIRST) SEE DETAIL 1 ON DEF.3 FOR <br />DISPENSER SIDE REACH DETAIL & <br />DETAIL 2 FOR ANCHORING. <br />EXISTING YARD LIGHT (TYP.) <br />EXISTING DISPENSER (TYP.) <br />16'-5" <br />EXISTING ISLAND (TYP.) <br />PT <br />1"-0" = 20'-0" <br />COVER SHEET <br />& SITE PLAN <br />P/L <br />LIMITS OF WORK <br />SA <br />N <br />T <br />I <br />A <br />G <br />O <br /> <br />S <br />T <br />. <br />E. WASHINGTON AVE. <br />EXISTING U.G. TANK <br />EXISTING BUILDING <br />EXISTING STORAGE AREA <br />“<br /> <br />2' <br />- <br />6 <br />" <br />21 <br />' <br />- <br />1 <br />1 <br />" <br />3' <br />- <br />1 <br />0 <br />" <br />EXISTING U.G. TANK (TYP.) <br />(N) BENNETT DEF DISPENSER (SECOND) <br />ON EXISTING CONCRETE ISLAND . SEE <br />DETAIL 2 ON DEF.3 FOR ANCHORING. <br />EXISTING CMU WALL ALONG <br />P/L <br />R/W <br />R/W <br />EXISTING <br />CONCRETE <br />PAVEMENT <br />EXISTING <br />CONCRETE <br />PAVEMENT <br />EXISTING POS (TYP.) <br />EXISTING <br />BUILDING <br />8'-10" <br />1 <br />APPLICABLE CODES <br />CALIFORNIA BUILDING CODE:2022 <br />CALIFORNIA MECHANICAL CODE: 2022 <br />CALIFORNIA PLUMBING CODE: 2022 <br />CALIFORNIA ELECTRICAL CODE: 2022 <br />1 <br />6' <br />8'-10" <br />(N) 2,000 GALLON DEF AST <br />SEE DETAIL 2 ON SHEET DEF.2 <br />& DEF.3 FOR ADDITIONAL <br />INFORMATION <br />NEW UNDERGROUND OMEGAFLEX <br />PIPING WITH OPW DUCT PIPING, 4" <br />DIA. DUCT / CASE PIPING <br />2 <br />3 <br />3 <br />3