HomeMy WebLinkAbout1913 W Edinger Ave - 101118671 & 20182410 - PlanCALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO. DATE DESCRIPTION NO. DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
TITLE SHEET
SITE ADDRESS:
UNITED PACIFIC #5669
1913 W EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/23
5669
TITLE
ALVARO CORONA
SHEET
T1
UNITED PACIFIC #5669
UNDERGROUND STORAGE TANK INSTALLATION
(SEE SHEET F-1 FOR SCOPE OF WORK)
1913 W EDINGER AVE.
SANTA ANA, CA 92704
T1
DRAWING NAME
TITLE SHEET
SITE PLAN & SCOPE OF WORK
UST INSTALLATION NOTES
UST AND SUMP DETAILS
DETAILS AND LIST OF EQUIPMENT
DRAWING INDEX
SHEET #
F1
F2
F3-1
F4-2
SITE ELECTRICAL CONDUIT PLANF5
ELECTRICAL NOTESF6
VEEDER ROOT ELECTRICALF7
ELECTRICAL DETAILSF8
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LICENSED CONTRACTOR
STATE OF CALIFORNIA
CORONA CONSTRUCTIONCO.
797455
EXPIRES 07/31/2025
GENERAL NOTES
SUMMARY:
1. PROVIDE ALL LABOR. MATERIAL EQUIPMENT AND SYSTEMS REQUIRED FOR FULL PERFORMANE AND COMPLETION OF WORK AS SHOWN ON THE
DRAWINGS, SPECIFIED HEREIN AND AS REQUIRED FOR THE CONSTRUCTION OF A COMPLETE, OPERATIONAL, SERVEABLE TURN-KEY PROJECT.
2. THESE GENERAL REQUIERMENTS APPLY TO ALL SECTIONS OF THESE SPECIFICATIONS AS IF STATED SEPARATELY IN EACH SECTION.
CONSTRUCTION DOCUMENTS:
1. EXAMINE THE CONSTRUCTION DOCUMENTS INCLUDING THESE NOTES, THE DRAWINGS, DETAILS, PERMITS, ALL EQUIPMENT MANUFACTURER
SPECIFICATIONS/INSTALLATION INSTRUCTIONS AND BID DOCUMENTS.
2. READ THE SPECIFICATOINS.
3. VISIT THE SITE OF THE WORK.
4. ADDRESS ANY AND ALL QUESTIONS REGARDING THE CONSTRUCTION DOCUMENTS TO THE OWNER FOR INTERPRETATION.
5. BECOME THOROUGHLY ACQUAINTED WITH ALL REQUIREMENTS OF THE PROJECT, EXISTING CONDITIONS, AND LIMITATIONS UNDER WHICH THE
WORK SHALL BE EXECUTED, BIDS SHALL REFLECT A SUM TO COVER THE COST OF ALL ITEMS REQUIRED TO PERFORM THE WORK AS SET FORTH IN
THE CONSTRUCTION DOCUMENTS. NO ALLOWANCE WILL BE MADE FOR THE LACK OF EXAMINATION OR KNOWLEDGE OF THE PROJECT. SUBMISSION
OF A BID SHALL BE CONSIDERED AS CONCLUSIVE EVIDENCE THAT THE BIDDER HAS MADE A THOROUGH EXAMINATION. CHANGE ORDERS FOR
DISCREPANCIES ONCE CONSTRUCTION HAS STARTED WILL NOT BE ALLOWED.
6. CONSTRUCTION DOCUMENTS CONSIST OF THE PERMIT SET OF PLANS (DRAWINGS), SPECIFICATIONS AND SUPPLEMENTAL DOCUMENTS ISSUED TO
DEFINE THE NATURE AND SCOPE OF THE PROJECT.
7. THESE CONSTRUCTION DOCUMENTS (DRAWINGS AND SPECIFICATIONS) HAVE BEEN PREPARED TO DEFINE THE INSTALLATION OF NEW
UNDERGROUND STORAGE TANKS, PIPING AND DISPENSERS. SEE SHEET F1 FOR COMPLETE SCOPE OF WORK.
8. WRITTEN DIMENSIONS AND NOTATIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DRAWING CONFIGURATIONS. DO NOT SCALE
DRAWINGS.
9. WORK NOT DETAILED OR SPECIFIED SHALL BE SAME QUALITY AND TYPE AS WORK DETAILED OR SPECIFIED AS REQUIRED FOR THE CONSTRUCTION
OF A COMPLETE AND SERVICEABLE PROJECT.
10. ALL INSTRUCTIONS NOTED IN THE CONSTRUCTION DOCUMENTS ARE ADDRESSED DIRECTLY TO THE GENERAL CONTRACTOR AND ARE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
11. VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE.
12. REPORT IMMEDIATELY IN WRITING TO THE OWNER ANY AND ALL DISCREPANCIES FOUND OR PERCEIVED TO EXISTING BETWEEN DRAWINGS,
SPECIFICATIONS, AND SITE CONDITIONS EITHER EXISTING OR CREATED.
13. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND THE CONTRACTOR SHALL INFORM THE OWNER IN WRITING OF ALL DISCREPANCIES
AND DEVIATIONS FROM INFORMATION PRESENTED ON THESE DRAWINGS AND SPECIFICATIONS. EXAMINE THE AREAS AND CONDITIONS UNDER
WHICH WORK WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED
UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. THE BUILDER AND ALL SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THESE
DOCUMENTS. IT IS THE INTENT OF THESE PLANS THAT THE CONTRACTOR PROVIDE A COMPLETE “TURN-KEY” PROJECT AND THAT NO CHANGE
ORDERS WILL BE ISSUED FOR DISCREPANCIES ONCE CONSTRUCTION HAS STARTED.
14. WHERE A DISCREPANCY IS NOTED PRIOR TO BIDDING, THE OWNER SHALL RENDER A DECISION AND ESTABLISH THE PRECEDENCE OF THE
INFORMATION IN QUESTION PRIOR TO CONSTRUCTION.
15. MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS, AS-BUILT INSTALLED. CHANGES IN DESIGN, INCLUDING DIMENSIONS AND
PHOTOGRAPHS OF ALL UNDERGROUND INSTALLATIONS.
16. RETURN MARKED UP CONSTRUCTION DOCUMENTS, AS-BUILT DOCUMENTS TO THE OWNER AT SUBSTANTIAL COMPLETION.
17. RETURN ALL DRAWINGS AND SPECIFICATIONS FURNISHED BY OWNER AT COMPLETION OF WORK. DRAWINGS AND SPECIFICATIONS ARE OWNERS'
PROPERTY AND SHALL BE RETURNED.
18. THE TERM “PRODUCT” INCLUDES MATERIALS, SYSTEMS, AND EQUIPMENT. THE TERM “PROVIDE” INCLUDES FURNISHING AND INSTALLING A PRODUCT,
COMPLETE IN PLACE, OPERATING, TESTED, AND APPROVED. THE TERM “BUILDING CODE” AND THE TERM “CODE” REFER TO PUBLISHED
REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. THE TERMS “APPROVED”, “REQUIRED” AND “AS DIRECTED” REFER TO AND
INDICATE THE WORK OR MATERIALS THAT MAY BE APPROVED, REQUIRED OR DIRECTED BY THE ARCHITECT ACTING AS THE AGENT OF THE OWNER.
THE TERM “SIMILAR”, MEANS IN ITS GENERAL SENSE AND NOT NECESSARILY IDENTICAL. THE TERMS “SHOWN”, “INDICATED”, “NOTED”, “SCHEDULED”,
AND TERMS OF SIMILAR IMPORT, REFER TO REQUIREMENTS CONTAINED IN THE CONTRACT DOCUMENTS.
19. COMPLY WITH ALL LAWS, CODES, ORDINANCES AND REGULATIONS WHICH APPLY TO THIS PROJECT.
20. RESOLVE ALL DEVIATIONS BETWEEN DRAWINGS AND SPECIFICATIONS AND ANY LAWS, CODES, ORDINANCES, OR REGULATIONS OF GOVERNMENTAL
AGENCIES HAVING JURISDICTION BEFORE INSTALLATION OF WORK IN QUESTION PRIOR TO THE START OF CONSTRUCTION.
CONTROL OF SITE:
1. THE SITE WILL BE AVAILABLE TO THE CONTRACTOR SUBSEQUENT TO RECEIPT OF THE OWNER'S WRITTEN NOTICE TO PROCEED. CARE, CUSTODY,
AND CONTROL OF THE SITE WITHIN THE LIMITS SET FORTH ON THE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR FOR THE DURATION
OF THE AGREEMENT.
2. ORGANIZE AND PERFORM WORK SO THAT THE OPERATIONS OF EXISTING FACILITIES AND ADJOINING PROPERTY OWNERS CAN CONTINUE
NORMALLY AND WITH A MINIMUM OF INTERRUPTIONS.
3. PROTECT EXISTING CONSTRUCTION IDENTIFIED TO REMAIN INCLUDING, BUT NOT NECESSARILY LIMITED TO EXISTING LANDSCAPING, EARTHWORK,
ADJOINING PROPERTY, STREET, ETC... FROM DAMAGE AND GIVE PROPER WRITTEN NOTICE OF PROPOSED WORK TO ADJOINING PROPERTY
OWNERS.
4. REPAIR ALL DAMAGE TO ADJOINING PROPERTIES CAUSED BY OPERATIONS OF THIS PROJECT TO THE SATISFACTION OF THE OWNER'S
REPRESENTATIVE.
5. PROTECT COMPLETED WORK FROM DAMAGE UNTIL ACCEPTED BY OWNER.
6. PROVIDE SITE BARRIERS AND SECURITY FENCING TO ISOLATE THE SITE FORM THE GENERAL PUBLIC AND CONTROL SITE ACCESS AT ALL TIMES.
7. PROVIDE ALL SAFETY SIGNAGE POSTED IN CONSPICUOUS LOCATIONS AS REQUIRED BY ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION,
INCLUDING BUT NOT NECESSARILY LIMITED TO OSHA, U.S. DEPT. OF LABOR, CITY BUILDING DEPARTMENT, LOCAL FIRE AND FOR TRAFFIC CONTROL.
8. PROVIDE DEMOLITION AND CLEAR THE SITE IN COMPLIANCE WITH LOCAL BEST MANAGEMENT PRACTICES.
9. MAINTAIN SITE IN ACCESSIBLE CONDITION FOR ALL SUBCONTRACTORS.
ACCESSIBLITY NOTES:
1. WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS AND
SHALL BE A MINIMUM OF 48 INCHES IN WIDTH.
2. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BY AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED
FINISH.
3. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP RESISTAN.
4. SURFACE CROSS SLOPES SHALL NOT EXCEED ¼ INCH PER FOOT.
5. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED ½ INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE
BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING ¼ INCH MAY BE VERTICAL.
6. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIES WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS AT
INACCESSIBLE, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS.
7. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 6 FEET, 8
INCHES IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE
DOORWAY ISN'T LESS THAN 32 INCHES, ALL DOORS SHALL SWING OUTWARD IN THE PATH OF TRAVEL TO EXIT.
8. THE MAXIMUM SLOPE OF ACCESSIBLE PARKING AND PASSENGER LOADING ZONE SURFACE AND ANY DIRECTION SHALL NOT EXCEED 2% PER ADA
ACCESSIBILITY STANDARDS. THE MAXIMUM SLOPE AT THE PASSENGER LOADING ZONE SHALL NOT EXCEED 2%.
9. NEW SCOPE OF WORK NOT TO AFFECT EXISTING ACCESSIBLE PATH OF TRAVEL. SEE SHEETS F1 & F5.
CODES AND STANDARDS:
APPLICALBE CODES, STANDARDS AND SPECIFICATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
1. NATIONAL FIRE PROTECTION ASSOCIATION, VOL. 30, “FLAMMABLE AND COMUSTIBLE LIQUIDS CODE”.
2. FEDERAL CODE OF REGULATIONS (CFR), PARTS 280-281
3. CALIFORNIA HEALTH & SAFETY CODE, CHAPTER 6.7.
4. CALIFORNIA CODE OF REGUALTIONS (CCR) TITLE 23 (CALIFORNIA UST REGULATIONS)
5. NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH, NIOSH, “WORKING IN CONFINED SPACE”.
6.
7. DEPARTMENT OF TRANSPORTATION REGULATIONS 49 CFR, PARTS 171 THROUGH 180.
8. TITLE 22 CALIFORNIA CODE OF REGULATIONS, DIVISION 4.5, CHAPTER 32, SECTION 67383.
9. SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT REGULATIONS - RULES 1166 AND 1149.
10. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA 70, NATIONAL ELECTRICAL CODE, ARTICLES 500 THROUGH 516.
11. ORANGE COUNTY ENVIRONMENTAL DIVISION (CUPA) REQUIREMENTS.
12. REQUIREMENTS OF THE CITY OF SANTA ANA BUILDING AND SAFETY DEPARTMENT.
13. ASTM STANDARD DOCUMENT D4021-92.
14. FACTORY MUTUAL SYSTEMS APPROVAL FOR DOUBLE WALL J.I. IM7A0.AF.
15. THE LATEST EDITION OF THE CALIFORNIA FIRE CODE.
16. THE EQUIPMENT MANUFACTURERS INSTALLATIONS INSTRUCTIONS AND SPECIFICATIONS.
17. CAL OSHA REGULATIONS FOR EXCAVATIONS AND CONFINED SPACE. CAL OSHA PERMIT IS REQUIRED FOR EXCAVATION 5' OR DEEPER.
18. LATEST EDITION OF THE CALIFORNIA BUILDING CODE.
19. CALIFORNIA CODE OF REGULATIONS, TITLE 23, DIVISION 3, CHAPTER 16, UNDERGROUND TANK REGULATIONS.
20. CALIFORNIA HEALTH AND SAFTEY COD, CHAPTER 6.7, UNDERGROUND STORAGE OF HAZARDOUS SUBSTANCES.
21. PEDESTRIAN PROTECTION DURING CONSTRUCTION SHALL BE PROVIDED PER CBC SEC. 3306.
22. DISPENSERS SHALL COMPLY WITH 2013 CBC, CHAPTER 1, SECTION 111B-220.2.
QUALITY ASSURANCE AND WARRANTIES:
1. MAINTAIN A COPY OF APPROVED DRAWINGS, CUPA PERMIT AND FIRE PERMIT WITH ADDENDA AT THE JOB SITE DURING ALL CONSTRUCTION
ACTIVITIES THROUGH RECEIPT OF FINAL INSPECTION.
2. PROVIDE WRITTEN GUARANTEE AGAINST DEFECTS IN MATERIALS, EQUIPMENT, OR WORKMANSHIP OF THIS CONTRACTOR FOR ONE YEAR FROM
DATE OF SUBSTANTIAL COMPLETION AS ESTABLISHED BY RECEIPT OF CERTIFICATE OF OCCUPANCY, ITEMS CARRYING MANUFACTURERS'
WARRANTEES OF LONGER DURATION SHALL COMMENCE CONCURRENT WITH THE CONTRACTORS GUARANTEE.
3. PROVIDE MATERIALS AND EQUIPMENT OF BRANDS AND GRADES WHICH ARE SPECIFIED AND INCLUDED TO ESTABLISH TYPE AND QUALITY
REQUIREMENT. THESE BRANDS AND GRADES SHALL BE APPROVED BY THE OWNER AS SPECIFIED.
4. IT IS THE RESPONSIBILITY OF THE PARTY REQUESTING SUBSTITUTION TO PROVIDE PRODUCTS REPRESENTED AS EQUAL WITH DOCUMENTATION
OF EQUALITY.
5. PROVIDE QUALIFIED, RESPONSIBLE REPRESENTATIVE ON SITE AT ALL TIMES THROUGH SUBSTANTIAL COMPLETION, WHO UNDERSTANDS,
SPEAKS, AND WRITES ENGLISH FLUENTLY.
6. UTILIZE ADEQUATE NUMBERS OF SKILLED PERSONNEL WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND
WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK
OF THIS SECTION.
7. PROVIDE WORKMANSHIP OF GOOD QUALITY, ACCEPTABLE TO THE OWNER OR THE OWNER'S REPRESENTATIVE AND MEETING THE “INDUSTRY
STANDARD” FOR THE TYPE OF WORK SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN.
8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION LAYOUT AND SCHEDULING, AND COORDINATING ALL PORTIONS OF THE WORK,
AND SHALL REQUIRE HIS SUBCONTRACTORS TO PROMPTLY NOTIFY HIM OF THEIR LAYOUT AND SCHEDULING NEEDS.
9. EMPLOY SKILLED PERSONNEL TO PERFORM BUILDING LAYOUT INCLUDING OVERALL WIDTH, LENGTH, AND HEIGHT AND SUCH SPECIFIC GRADES,
LINES, AND LEVELS AS SHOWN ON THE PROJECT DOCUMENTS.
10. ESTABLISH AND MAINTAIN ALL LINES, LEVELS, AND GRADES SHOWN ON DRAWINGS OR OTHERWISE REQUIRED.
11. ELEVATIONS NOTED ARE REFERENCED TO BENCHMARKS SHOWN ON BUILDING PLANS.
12. COORDINATE THE SCHEDULING OF ALL INSTALLATIONS TO FACILITATE THE TIMELY PROCESS OF THE WORK WITHOUT REMOVAL OF ANY
INSTALLED CONSTRUCTION.
TESTING, SAFETY AND INSPECTIONS:
1. PROVIDE TESTS AND/OR INSPECTIONS AS SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS AND AS MAY ADDITIONALLY BE REQUIRED DURING
THE COURSE OF CONSTRUCTION.
2. PROVIDE TESTING BY A RECOGNIZED REPUTABLE TESTING AGENCY.
3. MAKE SUBMITTALS OF ALL MATERIAL SAFTEY DATA SHEETS (MSD'S) FOR ALL MATERIALS AND PRODUCTS IN OR ON THIS PROJECT.
4. SUBMITTALS SHALL BE MADE FOR AS MANY MATERIALS AS POSSIBLE BEFORE THE START OF THE WORK.
5. MAINTAIN A COMPLETE THREE RING BINDER AT THE JOB SITE CONTAINING MANUFACTURER INSTALLATION, OPERATION, AND MAINTENANCE
MANUALS. BINDER SHALL BE PROVIDED TO THE OWNER AT COMPLETION OF THE PROJECT.
6. MAKE THE BINDER AVAILABLE TO ALL WORKERS, SAFETY PERSONNEL, INSPECTORS, SUBCONTRACTORS AND THE OWNER.
7. CONDUCT REGULAR SAFETY MEETINGS AND DISCUSS WITH PERSONNEL THE SPECIFICS RELATIVE TO ALL ON GOING MATERIALS AND PRODUCT
USAGE.
8. SCAQMD TESTING SHALL BE PROVIDED IN ACCORDANCE WITH EXECUTIVE ORDER VR-204-Q.
9. PROVIDE SB-989 TESTING AND PROVIDE A NEW MONITORING SYSTEM CERTIFICATION PRIOR TO FINAL INSPECTION.
MATERIALS AND EQUIPMENT:
1. COORDINATE AND EXPEDITE PROCUREMENT OF MATERIALS AND EQUIPMENT.
2. STORE MATERIALS BLOCKED OR ON PLATFORMS ABOVE GROUND AND STORE IN A MANNER THAT WILL PROTECT UNITS FROM CONTACT WITH
SOIL AND EXPOSURE TO WEATHER.
3. EXERCISE CARE IN HANDLING MATERIALS AND OPERATION OF EQUIPMENT TO PREVENT DAMAGE.
4. LOCATE STORAGE AREAS WHERE THEY WILL NOT BE DISTURBED OR DAMAGED BY CONSTRUCTION OPERATIONS.
5. STOCKPILE MATERIALS SUFFICIENTLY IN ADVANCE OF NEED TO ASSURE THEIR AVAILABILITY IN A TIMELY MANNER FOR THIS WORK.
6. MAKE AS MANY TRIPS TO THE JOB SITE AS ARE NEEDED TO DELIVER MATERIALS FOR THIS PROJECT IN A TIMELY MANNER TO ENSURE ORDERLY
PROGRESS OF THE WORK.
7. DO NOT PERMIT MATERIALS NOT COMPLYING WITH THE PROVISIONS OF THESE SPECIFICATIONS TO BE BROUGHT ONTO OR TO BE STORED AT
THE JOB SITE.
8. REMOVE PROMPLTY NON-COMPLYING MATERIALS FROM THE JOB SITE AND REPLACE WITH MATERIALS MEETING THE REQUIREMENTS OF THIS
SECTION.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SECURE, LOCKABLE STORAGE FOR ALL CONSTRUCTION MATERIALS AND
EQUIPMENT. REPLACEMENT AFTER RECEIPT SHALL BE BY THE CONTRACTOR.
10. THE CONTRACTOR SHALL TAKE RECEIPT OF ALL OWNER SUPPLIED EQUIPMENT, CONFIRM MADEL AND QUANTITY AND NOTIFY OWNER OF ANY
DISCREPANCIES.
CLEAN UP AND ADJUSTMENT:
1. CLEAN ALL AREAS OF THE FACILITY AFFECTED BY THE PROJECT.
2. REMOVE ALL DEBRIS AND LEAVE PREMISES BROOM CLEAN.
3. CLEAN AND POLSIH ALL GLASS AND PLUMBING, INCLUDING FIXTURES.
4. WIPE CLEAN AND POLISH FACILITY EQUIPMENT (PUMPS/DISPENSERS, SIGNS, SHELVING, COOLERS, LIGHTS, AND NEW EQUIPMENT IN
CONSTRUCTION DISTRUVED AREAS, ETC.).
5. EXERCISE CAUTION TO AVOID DAMAGING OR STAINING PAINT, CONCRETE, TILE, ETC.
6. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTIONG ALL DAMAGE UP TO SUBSTANTIAL COMPLETION.
DETAILS AND LIST OF EQUIPMENTF4-1
F3-2 UST AND SUMP DETAILS
ELECTRICAL DETAILSF9
1 5/14/24 UPDATED DRAWING INDEX. ADDED CAL OSHA NOTE.
1
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SIGNED 5/14/24
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ADDED DISABLED ACCESS COMPLIANCE DOCUMENT
SHORING DETAILSF10
Bldg# 101118671
Elec# 20182410
APPROVALS:
PLNG - ASevilla
BLDG - CSG Consultant
ELEC - CSG Consultant
1913 W Edinger Ave -
101118671 & 201824107/2/2024
NO
PARKING
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
SITE PLAN & SCOPE OF WORK
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/2023
5669
F1
ALVARO CORONA
SHEET
F1
1 SETUP SAFETY BARRICADES AND FENCE.
EXCAVATE AS NEEDED FOR NEW TANKS AND PIPING.
BACKFILL TANK EXCAVATION TO TOP OF TANK WITH APPROVED BACKFILL MATERIAL.
ITEM
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3
DRESS TRENCH EXCAVATION WITH APPROVED BACKFILL MATERIAL.
INSTALL NEW DOUBLE WALL FIBERGLASS SUMP RISERS ON TANK COLLARS PER MANUFACTURER SPECIFICATIONS.
INSTALL NEW BRAVO DOUBLE WALL UNDER DISPENSER CONTAINMENT SUMPS AT ALL DISPENSER LOCATIONS.
INSTALL NEW DOUBLE WALL BRAVO VENT TRANSITION SUMP (SEE DETAIL E ON SHEET F4)
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ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
DESCRIPTION
PROVIDE OSHA SHIRED TANK HOLE. PREPARE EXCAVATION WITH FILTER FABRIC LINER AND APPROVED TANK BED MATERIAL PER MANUFACTURER
SPECIFICATIONS (SEE SHEET F3).
4
INSTALL (3) NEW 12K GALLON XERXES DOUBLE WALL FIBERGLASS UNDERGROUND STORAGE TANKS PER THE MANUFACTURERS INSTALLATION
SPECIFICATIONS (SEE SHEET F3 FOR DETAILS).
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6
7
8
9
10 INSTALL NEW DOUBLE WALL PRODUCT, VENT AND VAPOR PIPING PER MANUFACTURER SPECIFICATIONS.
PROVIDE PRESSURE TESTING AND INSPECTION OF PRIMARY AND SECONDARY PIPING SYSTEMS.
INSTALL NEW TANK TOP EQUIPMENT (SEE DETAILS C & D ON SHEET F3).
INSTALL NEW UNDER DISPENSER CONTAINMENT EQUIPMENT (SEE SHEET F4).
INSTALL VENT TRANSITION SUMP EQUIPMENT (SEE DETAIL E ON SHEET F4).
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12
13
14
INSTALL NEW RAISED CONCRETE ISLANDS AND BOLLARDS.
INSTALL NEW ELECTRICAL CONDUITS TO INSIDE TANK SUMPS, VENT SUMP AND TO UDC ELECTRICAL OFFSET AREAS.
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PROVIDE HYDROSTATIC TESTING AND INSPECTION OF NEW TANK SUMPS, UNDER DISPENSER CONTAINMENT SUMPS AND NEW VENT TRANSITION SUMP.
PROVIDE HELIUM (OR OTHER APPROVED) ENHANCED LEAK DETECTION PRE-TESTING.
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INSTALL ELECTRICAL CONDUITS, FITTINGS, J-BOXES, SEALS AND CONDUCTORS. INSTALL NEW VEEDER ROOT TLS-350 PANEL. INSTALL TURBINE
CONTROLLER AND NEW BREAKERS AT FUEL SYSTEM ELECTRICAL PANEL (SEE SHEET F8).
INSTALL NEW STEEL VENT RISERS AND VAPOR SYSTEM MANIFOLD – USE EXISTING HEALY TANK.20
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21 PROVIDE INSPECTIONS (ELECTRICAL, FIRE, AIR QUALITY AND DEH) AND BACKFILL EXCAVATIONS WITH APPROVED BACKFILL MATERIAL TO SUB CONCRETE
GRADE - SET STEEL MANWAYS.
CONNECT AND TEST ELECTRICAL AND FUEL SYSTEM PIPING CONNECTIONS.23
24
PLACE AND FINISH CONCRETE AT NEW TANK SLAB AND DRIVE SLABS.25
COORDINATE FUEL DROP – PRIME AND PURGE FUEL SYSTEM PIPING.26
CALIBRATE, PROGRAM, TEST FOR FUEL SYSTEM PROPER OPERATION AND CERTIFY ALL FUEL SYSTEM COMPONENTS.27
PROVIDE ENHANCED LEAK DETECTION TESTING PER ORANGE COUNTY ENVIRONMENTAL HEALTH.28
INSTALL NEW DISPENSER DECALS AND FUEL SYSTEM SIGNAGE.29
PROVIDE FINAL INSPECTIONS AND DEMONSTRATE FUEL SYSTEM OPERATION.30
REMOVE CONSTRUCTION DEBRIS AND CLEAN SITE.31
32
33
34
35
36
37
38
39
40
41
NOTE:TANK ANNULARS, SUMP RISERS, UNDER DISPERNSER CONTAINMENT SUMPS AND VENT TRANSITION SUMP ARE HYDROSTATICALLY MONITORED.
SCOPE OF WORK
VAPOR RETURN LINE – 4”/3” PART
91 UL PRODUCT PIPE – 3”/2”
91 UL VENT PIPE – 3”/2”
LINE LENGTH
2
91 UL VAC TUBE CONDUIT BETWEEN SUMPS – 3”/2”
87 UL PRODUCT PIPE – 3”/2”
87 UL VENT PIPE – 3”/2”
87 UL VAC TUBE CONDUIT BETWEEN SUMPS – 3”/2”
VAPOR RETURN LINE – 3”/2” PART
VACUUM ZONE TABLE
SS MODULE
CHANNEL
7
8
9
3
4
6
VAC SENSOR MONITORED ZONE
30'
210’
175’
110’
30’
190’
100'
30'
VOL. GAL/FT
0.23 GAL/FT
0.276 GAL/FT
0.23 GAL/FT
0.23 GAL/FT
0.23 GAL/FT
0.23 GAL/FT
0.23 GAL/FT
0.23 GAL/FT
CALCULATED ZONE VOLUME
6.9 GAL.
58 GAL.
40.25 GAL.
25.3 GAL.
6.9 GAL.
437 GAL.
23 GAL.
6.9 GAL.
THE WORK, IN GENERAL, IS THE INSTALLATION OF NEW UNDERGROUND STORAGE TANKS, NEW FUEL SYSTEM PIPING AND NEW FUEL DISPENSERS AS FOLLOWS:
1
10
11
12
DIESEL UL PRODUCT PIPE – 3”/2”
DIESEL UL VENT PIPE – 3”/2”
DIESEL UL VAC TUBE CONDUIT BETWEEN SUMPS – 3”/2”
200’
90'
30’
0.23 GAL/FT
0.23 GAL/FT
0.23 GAL/FT
46 GAL.
20.7 GAL.
6.9 GAL.
SITE PLAN
SCALE: 3/32" = 1' - 0"
0'5'10'20'
GRAPHIC SCALE
NORTH
2A:20BC FIRE EXTINGUISHERS
(2 LOCATIONS)
COLUMN, CANOPY SUPPORTS
EXISTING IMPACT PROTECTORS
( 6 LOCATIONS)
S
R
A
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T
T
S
T
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(E)
DIESEL
12K
PLANTER
W EDINGER AVE.
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12K
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PLANTER
PLANTER
BUILDING
EXISTING TRASH ENCLOSURE
INSTALL 5 NEW GILBARCO ENCORE 700 3+0 AND (1) GILBARCO ENCORE 700 3+1 DISPENSERS (BLENDING GASOLINE).
INSTALL NEW DISPENSER HOSES, NOZZLES AND BREAKAWAYS – (SEE DETAIL G ON SHEET F4).
EXISTING REMEDIATION COMPOUND
CANOPY COLUMN
EXISTING HEALY TANK
NEW VENTS
NEW VENT BOX
CROSS OVER
EXISTING ACCESSIBLE
PATH OF TRAVEL
EXISTING ACCESSIBLE PATH OF TRAVEL
SCOPE OF WORK
NOT TO AFFECT
EXISTING ACCESSIBLE
PATH OF TRAVEL
1 5/14/24 NOTED EXISTING ACCESSIBLE PATH OF TRAVEL
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
UST INSTALLATION NOTES
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/2023
5669
F2
ALVARO CORONA
SHEET
F2
B
A
C
D
E
F
G
H
I
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
TANK AND PIPING INSTALLATION NOTES
MATERIAL AND WORKMANSHIP
1.UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THESE DOCUMENTS, ALL EQUIPMENT, MATERIAL, AND ARTICLES
INCORPORATED IN THE WORK COVERED BY THESE DOCUMENTS ARE TO BE NEW AND OF THE MOST SUITABLE GRADE
FOR THE PROCESS INTENDED.
CONTRACTOR SHALL NOT DEVIATE FROM MATERIALS OR PRODUCTS SPECIFIED UNLESS THROUGH MUTUAL AGREEMENT WITH THE OWNER'S
CONSTRUCTION MANAGER APPROVAL MUST BE IN WRITING, SIGNED BY OWNER'S CONSTRUCTION MANAGER SUBSTITUTE MATERIALS SHALL BE
DESCRIBED, SPECIFYING ANY DIFFERENCE IN COST AND PERFORMANCE. ONLY NEW MATERIALS SHALL BE USED. CONTRACTOR SHALL BE CERTIFIED
FOR THE INSTALLATION OF ALL EQUIPMENT AND MATERIALS CONTAINED IN THIS PROJECT.
3.THE CONTRACTOR SHALL FURNISH TO THE OWNER'S REPRESENTATIVE FOR HIS APPROVAL, THE NAME OF THE
MANUFACTURER, THE MODEL NUMBER, AND OTHER IDENTIFYING DATA AND INFORMATION RESPECTING THE
PERFORMANCE, CAPABILITY, NATURE, AND RATING OF THE MACHINERY, MECHANICAL AND OTHER EQUIPMENT,
MATERIAL OR ARTICLES WHICH THE CONTRACTOR CONTEMPLATES INCORPORATING IN THE WORK WHEN REQUIRED BY
THE OWNER'S REPRESENTATIVE.
4.MACHINERY, EQUIPMENT, MATERIAL, AND ARTICLES INSTALLED OR USED WITHOUT REQUIRED WRITTEN APPROVAL
SHALL BE AT THE RISK OF SUBSEQUENT REJECTION.
5.CONTRACTOR TO PROVIDE ALL MATERIALS NOT LISTED ON THE OWNER'S SUPPLIED EQUIPMENT LIST, BUT REQUIRED
FOR A COMPLETE AND OPERATING FUEL STORAGE AND DISPENSING SYSTEM.
6.CONTRACTOR IS RESPONSIBLE FOR COORDINATING, RECEIVING AND UNLOADING THE ENTIRE OWNER'S SUPPLIED
EQUIPMENT DELIVERED TO CONTRACTORS WAREHOUSE, OR JOB SITE. THE SECURING OF EQUIPMENT REMAINS THE
CONTRACTOR'S RESPONSIBILITY UNTIL THE PROJECT RETAINAGE IS PAID. CONTRACTOR TO DISTRIBUTE ALL RECEIVING
DOCUMENTS TO THE OWNER'S CONSTRUCTION MANAGER.
7.ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS.
8.ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND THESE DOCUMENTS. CONFLICTS SHALL
BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
9.IF ANY OF THESE DOCUMENTS INDICATE A CONFLICT WITH THE STATE OR LOCAL REQUIREMENTS AS ARE CURRENTLY IN
EFFECT AT THE TIME OF THIS PROJECT, IT IS EXPECTED THAT THE MOST RESTRICTIVE CONDITION(S) WOULD APPLY.
GENERAL CONDITIONS
1.CONTRACTOR EMPLOYEES SHALL HAVE COMPLETED 40 HOURS OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION
(OSHA) TRAINING COURSE PRIOR TO THE START OF WORK CERTIFICATION OF THIS MUST BE PROVIDED TO THE OWNER'S
REPRESENTATIVE PRIOR TO THE START OF WORK.
2.CONTRACTOR EMPLOYEES SHALL HAVE COMPLETED THE EQUIPMENT (INCLUDING, BUT NOT LIMITED TO, TANK, PIPING,
SUMPS, DISPENSERS, MONITORING) MANUFACTURER'S TRAINING REQUIREMENTS IN ACCORDANCE WITH, BUT NOT
LIMITED TO, CALIFORNIA UNDERGROUND STORAGE TANK (UST) REGULATIONS AND CALIFORNIA AIR RESOURCES BOARD
(CARB) REQUIREMENTS. CERTIFICATES SHALL BE PROVIDED TO OWNER. CONTRACTOR SHALL COMPLETE THE
INSTALLATION CHECKLISTS SUPPLIED BY MANUFACTURERS AND SHALL FURNISH THE CHECKLISTS TO OWNER.
3.CONTRACTOR SHALL HAVE THE FOLLOWING LICENSES:
A:GENERAL ENGINEERING (A)
B:HAZARDOUS MATERIAL SUBSTANCE HANDLING (HAZ)
4.CONTRACTOR SHALL HAVE THE FOLLOWING INSURANCE. CONTRACTOR SHALL HAVE PROOF OF SUCH INSURANCE ON FILE
WITH OWNER BY NAMING OWNER AS "ADDITIONAL INSURED."
A:STATUTORY WORKMAN'S COMPREHENSIVE LIABILITY
B:COMPREHENSIVE GENERAL LIABILITY, WITH A COMBINED SINGLE LIMIT OF NOT LESS THAN $1,000,000 PER OCCURRENCE FOR BODILY INJURY
AND PROPERTY DAMAGE.
C:AUTOMOBILE LIABILITY COVERING USE OF ALL OWNED OR HIRED VEHICLES WITH A COMBINED SINGLE LIMIT OF LIABILITY OF NOT LESS THAN
$1,000,000 PER OCCURRENCE FOR BODILY INJURY AND PROPERTY DAMAGE.
5.CONTRACTOR TO FURNISH ALL LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR OR REASONABLY
INCIDENTAL TO THE SATISFACTORY COMPLETION OF ALL WORK SHOWN ON, CALLED FOR OR REQUIRED BY THE
DRAWINGS, EXCEPT AS NOTED AS SUPPLIED BY OWNER OR OTHERS.
6.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CALIF. BUILDING CODE, CALIFORNIA FIRE CODE, CALIF.
ELECTRICAL CODE. CALIF. UNDERGROUND STORAGE TANK REGULATIONS. OSHA CONSTRUCTION SAFETY ORDERS,
NATIONAL FIRE PROTECTION ASSOC. (NFPA), UNDERWRITER'S LABORATORIES, INC. (UL), CARB EXECUTIVE ORDERS AND
GUIDANCE LETTERS AND ANY OTHER APPLICABLE STANDARD OR STATE REGULATION, COUNTY OR CITY ORDINANCES.
7.All PETROLEUM PERMITS TO BE SECURED BY OWNER OR OWNER'S AGENT AND SUPPLIED TO THE CONTRACTOR WHO IS
RESPONSIBLE FOR COMPLYING WITH All PERMIT CONDITIONS. CONTRACTOR SHALL SECURE MISCELLANEOUS ELECTRICAL
PERMIT UNLESS WORK IS COVERED BY OTHER BUILDING PERMITS FOR THE PROJECT.
8.CONTRACTOR SHALL VISIT SITE AND FAMILIARIZE HIMSELF OF ALL EXISTING CONDITIONS PRIOR TO START OF
CONSTRUCTION.
9.CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR SHALL
REPAIR OR REPLACE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE ANY EXISTING FACILITIES THAT ARE
DAMAGED BV THE CONTRACTOR'S OPERATIONS.
10.CONTRACTOR SHALL KEEP THE SITE FREE OF WASTE AND RUBBISH AT ALL TIMES CONTRACTOR SHALL HAVE THE WORK
AREA PROFESSIONALLY CLEANED THE DAY BEFORE THE OWNER'S FINAL PROJECT INSPECTION.
11.WHEN AN INSTALLATION IS MADE AT AN EXISTING STORE, THE CONTRACTOR IS TO SCHEDULE ANO PERFORM HIS WORK
SO AS NOT TO INTERFERE WITH THE NORMAL STORE OPERATIONS. ALL DEBRIS, EXCESS EXCAVATION MATERIALS,
MACHINERY AND EQUIPMENT TO BE REMOVED AND MAINTAINED CLEAR OF THE DRIVEWAYS THAT ARE IN USE EACH
DAY & LIGHTED BARRICADES SHALL BE PROVIDED FOR THE PUBLIC'S PROTECTION. WHEN IT BECOMES NECESSARY TO
CLOSE A DRIVEWAY FOR MORE THAN 24 HOURS, THE CONTRACTOR Will PROVIDE TEMPORARY TRAVEL SERVICE FOR
TRAFFIC.
12.A COPY OF THE SPECIFICATIONS AND DRAWINGS, 4.LONG WITH APPROVED SITE PLAN, WITH AS-BUILT NOTATIONS,
SHALL BE ON SITE AT ALL TIMES.
13.CONTRACTOR 1S RESPONSIBLE FOR ANY PRODUCT IN TANKS AND IN LINES UNTIL LOCATION OPENS OR REOPENS FOR
GASOLINE BUSINESS. ANY PRODUCT LOSS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
PA/QA TO PROJECT ACCEPTANCE, THE OWNER SHALL RECONCILE INVENTORY BY COMPARING PRODUCT IN TANKS AND
LINES TO AMOUNT DELIVERED SHORTAGES SHALL BE BILLED TO CONTRACTOR AT FULL RETAIL PRICE.
14.CONTRACTOR MUST PROVIDE ADEQUATE PROVISIONS TO MITIGATE RA.IN DAMAGE AND DELAYS (I E. PUMPS. TARPS.
ETC.)
15.UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE OWNER WITH "AS-BUILT" DRAWINGS OF ALL ITEMS
INSTALLED BY SAME. “AS-BUILT” SHALL BE COMPLETED ON-SITE WITH INFORMATION NOTED DIRECTLY ON APPROVED
JOB COPY.
16.CONTRACTOR TO WARRANTY ALL WORKMANSHIP AND CONTRACTOR SUPPLIED MATERIAL FOR 1 YEAR THE OWNER
SHALL PERFORM A 10 MONTH WARRANTY INSPECTION TO EVALUATE CONTRACTOR PERFORMANCE ANO QUALITY OF
WORKMANSHIP. CONTRACTOR MUST COMPLETE ALL PUNCH LIST ITEMS IDENTIFIED DURING THIS 10 MONTH
INSPECTION.
17.CONTRACTOR SHALL PROVIDE A LIST OF SUB-CONTRACTORS. IF ANY, WHO WILL BE USED ON THE PROJECT, IF REQUIRED.
18.CONTRACTOR IS TO SCHEDULE ALL SUBCONTRACTORS, INCLUDING THOSE CONTRACTED .DIRECTLY WITH THE OWNER'S
CONSTRUCTION MANAGER. THE OWNER WILL PROVIDE A LIST OF SUBCONTRACTORS, CONTACTS AND PHONE NUMBERS
FOR THOSE SUBCONTRACTORS THAT HAVE CONTRACTS DIRECTLY WITH THE OWNER.
19.CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND APPROVALS AND OBTAIN, AT THE COMPLETION OF THE
PROJECT, ALL CERTIFICATES REQUIRED TO RUN THE FACILITY.
20.CONTRACTOR SHALL PLACE THE HIGHEST PRIORITY ON SAFETY AND HEALTH DURING THE PROGRESS OF WORK
PERFORMED AT THE OWNER'S STORE LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
AND MAINTAIN A SAFE WORKING ENVIRONMENT FOR ITS EMPLOYEES DURING THE PROGRESS OF WORK AND TO
PROTECT THE HEALTH AND SAFETY OF CONTRACTOR'S AGENTS, SUBCONTRACTORS, THE PUBLIC AND ANY THIRD
PARTIES. ALL TOOLS, MATERIALS, EQUIPMENT, FACILITIES AND OTHER ITEMS USED BY THE CONTRACTOR AND PRACTICES
EMPLOYED BY THE CONTRACTOR IN ACCOMPLISHING THE WORK ARE CONSIDERED TO BE PART OF THE WORKING
ENVIRONMENT,
21.CONTRACTOR TO KEEP ON SITE MATERIAL SAFETY DATA SHEETS (MSOS) FOR CHEMICAL COMPOUNDS REGULATED
THROUGH USEPA THAT WILL BE USED ON-SITE OR HAS THE POTENTIAL FOR HUMAN CONTACT (I.E. GASOLINE, DAY ICE,
SOLVENTS.GLUES.ETC)
22.WHILE ON SITE AND DURING WORKING HOURS, CONTRACTOR'S PERSONNEL MUST WEAR SHIRTS, LONG PANTS, HARD
HATS WHEN REQUIRED, AND ACCEPTABLE FOOT WEAR PER OSHA REGULATIONS.
23.CONTRACTOR TO DEVELOP A SPECIFIC SITE SAFETY PLAN FOR TANK AND EQUIPMENT INSTALLATION PRIOR TO THE START
OF WORK, CONTRACTOR WILL CONDUCT WEEKLY JOB SITE SAFETY MEETINGS WITH ITS EMPLOYEES AND THE MEETING
MINUTES WILL BE SUPPLIED TO OWNER.
D: STEEL PIPE: ALL METAL PIPING SHALL BE BLACK IRON SCHEDULE 40, OR EXTRA STRONG GALVANIZED PIPE IS NOT ALLOWED. FITTING SHALL SE
300 PSI MALLEABLE IRON.
ALL STEEL PIPE BELOW GRADE IS TO BE DOUBLE WRAPPED WITH 20 MIL PVC PIPE WRAP, OVER A PIPE WRAP PRIMER FOR USE WITH VINYL
TAPES, AND SHALL BE BY THE SAME MANUFACTURER AS THE WRAP.
E: ALL THREADED CONNECTIONS SHALL BE THREADED WITH SEALANT WHICH SHALL BE CURRENTLY WARRANTED BY MANUFACTURER FOR FULL
COMPATIBILITY WITH THE PIPING MATERIAL USED, AND FOR USE WITH PETROLEUM SOLVENTS, FUELS, OILS, DIESEL, AND 100 % METHANOL, WHICH
SHALL BE VERIFIED BY CURRENT MANUFACTURER'S PRODUCT DATA SHEET.
F: CONTRACTOR SHALL DEMONSTRATE TO OWNER'S REPRESENTATIVE THAT ALL MATERIALS ARE NEW AND CONFORM TO ABOVE SPECS, IF
REQUIRED.
19.DO NOT PLACE PRODUCT PIPING UNDER BUILDINGS. PIPING RUNS OVER TANKS SHALL BE MINIMIZED. MAINTAIN MINIMUM CLEARANCE AS
REQUIRED BY MANUFACTURER MINIMIZED CROSSING OTHER LINES AND CONDUIT. IF PIPING IS NOT SHOWN ON SITE PLAN, CONTRACTOR
SHALL RUN LINES THE MOST DIRECT ROUTE SUBJECT TO APPROVAL BY OWNER'S REPRESENTATIVE.
20.PROVIDE AND INSTALL CONDUIT & WIRING FOR PETROLEUM SYSTEM(S) AS INDICATED.
21.All CONDUIT IS TO BE ¾” (MINIMUM).
22.INSTALL NEW MONITORING COMPONENTS, AS REQUIRED. PER DRAWINGS AND EQUIPMENT LIST.
23.INSTALL DISPENSERS AND MISCELLANEOUS PETROLEUM SYSTEMS, AS INDICATED ON PLANS AND DESCRIBED IN THE EQUIPMENT LIST.
24.INSTALL NEW CONCRETE TANK AND DRIVE SLABS AND OTHER FUELING SYSTEM CONCRETE AS INDICATED ON SITE PLAN. CONCRETE SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE DESIGN SHALL OTHERWISE COMPLY WITH CIVIL/ARCH DRAWINGS
DOCUMENTS. GC SHALL COORDINATE CONCRETE SLABS WORK W/ PETROLEUM CONTRACTOR OR PETROLEUM SUBCONTRACTOR.
DISPENSERS
PURGE THE AIR FROM THE PIPING SYSTEM USING INDUSTRY STANDARD PRACTICES AND A GROUNDED CONTAINER APPROVED FOR STORAGE AND
HANDLING CLASS I FLAMMABLE LIQUIDS.
2.DISPENSERS SHALL BE SECURELY ATTACHED TO ANCHOR BOLTS WHICH SHALL BE SET IN CONCRETE ISLANDS. EXPANSION BOLTS MAY ONLY BE
USED WITH THE WRITTEN APPROVAL OF THE OWNER'S CONSTRUCTION MANAGER. QUANTITY AND SIZE OF ANCHOR BOLTS SHALL BE AS
SPECIFIED IN DISPENSER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE DISPENSERS ARE TO BE INSTALLED LEVEL AND ARE TO BE
CAULKED WITH A GRAY SILICONE AT ISLAND/DISPENSER INTERFACE.
3.DISPENSERS SHALL BE ACTIVATED ONLY IN PRESENCE OF AN AUTHORIZED DISPENSER REPRESENTATIVE. CONTRACTOR HAS SOLE RESPONSIBILITY
FOR DAMAGE TO DISPENSER(S) IF THIS INSTRUCTION IS NOT FOLLOWED.
4.CONFIRM DISPENSER OPERATIONS (STP ISOLATION, BRAND PANELS, DECALS AND NOZZLES MATCH, ETC.) IF MISCONNECTIONS OR OTHER
PROBLEMS ARE DETECTED DURING CONFIRMATION OF DISPENSER OPERATIONS MAKE CORRECTIONS AND REPEAT DISPENSER CHEACK-OUT
PROCEDURE.
5.CALIBRATE AND SEAL METERS PER LOCAL REGULATIONS. ANY RE-CALIBRATION REQUIRED TO OBTAIN APPROVAL FROM LOCAL REGULATORS
SHALL BE CONTRACTOR'S RESPONSIBILITY.
6.CONTRACTOR TO FURNISH AND INSTALL NEW DISPENSER FILTERS AFTER COMPLETING ALL LIQUID TESTING AND PRODUCT LINE PURGING.
ACTIVATE EACH PRODUCT ON EACH DISPENSER AND INSPECT FILTER FOR LEAKS, RECHECK PRIMARY LINE CONNECTIONS AT DISPENSER BASE
AND STOP FOR LEAKS.
7.CONTRACTOR SHALL PERFORM START-UP IF APPROVED BY THE DISPENSER/POS MANUFACTURER. IF CONTRACTOR IS NOT APPROVED BY THE
DISPENSER/POS MANUFACTURER, THEN AN AUTHORIZED CONTRACTOR SHALL BE SUBCONTRACTED TO PERFORM START-UP. CONTRACTOR
SHALL ALSO PROVIDE AN AUTHORIZED SERVICE TECHNICIAN TO PROVIDE UP TO 8 HOURS OF ON-SITE TRAINING FOR STORE PERSONNEL.
CONTRACTOR IS RESPONSIBLE FOR START-UP AND CALIBRATION OF FUELING SYSTEMS. COST MUST BE INCLUDED IN CONTRACTOR'S BASE BID.
8.CONTRACTOR SHALL PROVIDE AND INSTALL PUMP NUMBERS, OCTANE DECALS. NO SMOKING DECALS AND EMERGENCY SHUT-OFF SIGNS, PER
THE OWNER'S IMAGE GUIDELINES AND ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL INSTALL ALL OWNER PROVIDED
DECALS, PUMP TOPPERS AND WINDSHIELD CADDIES/TRASH CANS PRIOR TO FINAL PROJECT ACCEPTANCE.
9.CONTRACTOR TO FURNISH AND INSTALL FIRE EXTINGUISHERS AND APPROPRIATE DECALS PER APPLICABLE REGULATIONS.
TESTING
1.OWNER'S REPRESENTATIVE SHALL WITNESS ALL TESTING AT HIS/HER DISCRETION. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE
TWO DAYS PRIOR TO ANY TESTING, IN WRITING.
2.ALL TESTING SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND REQUIREMENTS, TRADE STANDARDS AND GOVERNING RULES AND
CODES, INCLUDING THE USE OF CERTIFIED AND APPROVED INDEPENDENT THIRD PARTY TESTERS, WHEN REQUIRED.
3.FINAL TESTING SHALL BE CONDUCTED BY A THIRD PARTY TESTING COMPANY SUBCONTRACTED TO THE CONTRACTOR TESTING METHODS MUST
BE APPROVED BY THE OWNER'S CONSTRUCTION MANAGEMENT AND CONFORM TO ALL REGULATIONS AND CODES. CONTRACTOR SHALL
SCHEDULE AND COORDINATE THE TESTING CONTRACTOR ALONG WITH ANY LOCAL INSPECTIONS REQUIRED TO OPEN THE STORE. CONTRACTOR
SHALL HAVE A REPRESENTATIVE ON-SITE DURING ALL TESTING.
4.ANY COSTS ASSOCIATED WITH FAILED TESTS AND SUBSEQUENT REPAIRS/RE-TESTS WILL BE THE CONTRACTOR'S RESPONSIBILITY. CONTRACTOR
MUST USE AND PAY THE OWNER'S TESTING COMPANY FOR ANY RE-TESTS.
5.CONTRACTOR MUST OBTAIN A COPY OF ALL TEST REPORTS FROM TESTING COMPANY TO BE SUBMITTED WITH THE PROJECT CLOSE OUT
REQUIREMENTS.
6.FULLY TEST ALL SYSTEMS, AND REPAIR AS NECESSARY SECURE ALL REQUIRED TESTS, INSPECTIONS, AND APPROVALS OF THE COMPLETED
SYSTEM. MAKE ALL REQUIRED ADJUSTMENTS AND CORRECTIONS. DO NOT BACKFILL TRENCHES OR TANK TOP UNTIL AUTHORIZED BY OWNER'S
REPRESENTATIVE.
7.CONTRACTOR SHALL PROVIDE ENHANCED LEAK DETECTION (ELD) IOTA TEST ON SYSTEM AFTER PAVING IS COMPLETE AND PRIOR TO FINAL
PROJECT ACCEPTANCE TEST SHALL BE CONDUCTED BY A CERTIFIED TESTER CONTRACTOR SHALL PROVIDE WRITTEN REPORT ON ELD TEST TO
OWNER'S REPRESENTATIVE PRIOR TO OWNER'S ACCEPTANCE OF PROJECT.
8.PROVIDE A STATIC PRESSURE (LEAK DECAY) TEST. ACCORDING TO THE AIR QUALITY MANAGEMENT DISTRICT MANUAL OF PROCEDURES OR
SOURCE TEST PROCEDURE PER CARB PROCEDURE TP-201.
9.PROVIDE DOCUMENTATION OF A DYNAMIC BACKPRESSURE TEST OF ALL VAPOR RETURN LINES ACCORDING TO CARB PROCEDURE TP-201, OR AS
REQUIRED BY LOCAL REGULATIONS.
10.PROVIDE LIQUID REMOVAL TEST FOR BALANCE SYSTEMS (GASOLINE) WITH A LIQUID REMOVAL DEVICE REQUIRED BY A CARB EXECUTIVE ORDER,
IF MORE THAN 100 ML OF LIQUID IS FOUND IN THE VAPOR PATH. THIS SHALL BE DETERMINED BY LOWERING THE GASOLINE DISPENSING NOZZLE
INTO A CONTAINER AND DRAWING ALL LIQUID, THEN MEASURING THE AMOUNT OF LIQUID, USING A GRADUATED CYLINDER OR BEAKER. IF
REQUIRED, THE LIQUID REMOVAL TEST SHALL BE CONDUCTED AND PASSED ACCORDING TO CARB TEST PROCEDURE TP-201.
11.PROVIDE STATIC TORQUE TEST OF ROTATABLE PHASE I VAPOR ADAPTERS ACCORDING TO CARS PROCEDURE TP-201.
12.PROVIDE LEAK RATE TEST OF OVERFILL PREVENTION DEVICE ACCORDING TO CARB PROCEDURE TP-201.
13.PROVIDE LEAK RATE TEST OF PRESSURE/VACUUM VENT VALVES ACCORDING TO CARB PROCEDURE TP-201.
14.PROVIDE ALL OTHER TESTING AS REQUIRED BY STATE AND LOCAL REGULATIONS, MANUFACTURER REQUIREMENTS, AUTHORITIES TO
CONSTRUCT, EXECUTIVE ORDERS AND APPROVAL LETTERS, INCLUDING REQUIREMENTS OF VERIFICATION AND REVERIFICATIONS TESTING AFTER
SYSTEM OPERATION BEGINS AND AFTER STATUTORY OPERATIONAL INTERVALS REQUIRED AS PART OF THE INSTALLATION REQUIREMENTS OF
THE FUELING SYSTEM. INCLUDING (BUT NOT LIMITED TO): USTS, PIPING, DISPENSING, CONTAINMENT, MONITORING AND VAPOR RECOVERY
SUB-SYSTEMS.
24.SAFETY PLAN: CONTRACTOR SHALL DEVELOP AND MAINTAIN FOR THE DURATION OF THE CONTRACT A SITE HEALTH & SAFETY PLAN
(SAFETY PLAN) THAT WILL EFFECTIVELY INCORPORATE AND IMPLEMENT REQUIRED SAFETY PROVISIONS. AND:
A: APPOINT AN EMPLOYEE AS THE SAFETY OFFICER WHO IS QUALIFIED AND AUTHORIZED TO SUPERVISE AND
ENFORCE COMPLIANCE WITH THE SAFETY PLAN SUBMIT THE NAME AND OUALIF1CATIONS OF THE SAFETY OFFICER
TO THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK ON THE SITE
B: THE SAFETY PLAN SHALL CONTAIN THE NAMES, ADDRESSES AND TELEPHONE NUMBERS OF THE SUPERVISORY
PERSONNEL, THE HOSPITAL FACILITIES NEAREST THE SITE, AND A MAP TO THE HOSPITAL. PROCEDURES SHALL BE
WRITTEN IN THE SAFETY PLAN FOR ACTIONS TO BE TAKEN SHOULD STRANGE ODORS OR HAZARDOUS SUBSTANCES BE
UNCOVERED.
C: IF, DURING THE COURSE OF THE WORK UNSAFE CONDITIONS DEVELOP OR ARE ENCOUNTERED, TAKE
IMMEDIATE MEASURE TO CORRECT THE CONDITION. IF THE REPRESENTATIVE, CONSTRUCTION WORK SHALL
CEASE UNTIL CORRECTIVE ACTION CAN BE IMPLEMENTED.
D: PROVIDE A MINIMUM OF TWO FIRE EXTINGUISHERS WITH A MINIMUM CLASS RATING OF 4A:40B:C DRY
CHEMICAL WITHIN 30 FEET OF THE OPERATION.
25.UNDERGROUND SERVICE ALERT (USA) - THE CONTRACTOR SHALL NOTIFY MEMBERS OF USA 2 FULL WORKING DAYS IN ADVANCE OF
PERFORMING ANY EXCAVATION WORK BY CALLING THE TOLL-FREE ONE-CALL PROGRAM NUMBER (8OO) 227-2600 (OFF-SITE
WORK).
EXCAVATION
20.ALL EXCAVATIONS SHALL BE PERFORMED IN COMPLIANCE WITH OSHA AND STATE REGULATIONS. THE CONTRACTOR IS REFERRED
TO THE OSHA BOOKLET, “EXCAVATING AND TRENCHING OPERATIONS," FOR A SAFE WORK PRACTICES GUIDE FOR PERFORMING
EXCAVATION WORK
21.EXCAVATION SHALL BE SIZED PER TANK MANUFACTURER'S GUIDELINES PIPELINE TRENCHING SHALL BE PER PIPELINE
MANUFACTURER'S GUIDELINES.
22.THE OWNER RESERVES THE RIGHT TO DESIGN AND/OR CONSTRUCT SHORING UNDER AN AMENDED AGREEMENT WITH
CONTRACTOR OR SEPARATELY WITH ANOTHER COMPANY. IF THE OWNER ENGAGES CONTRACTOR, CONTRACTOR SHALL SUBMIT
SHORING DESIGN TO THE OWNER'S CONSTRUCTION MANAGER FOR APPROVAL. SUPPLEMENTAL JOB SCOPE AND COST SHALL BE
AGREED TO IN TERMS OF A CONTRACT CHANGE ORDER PRIOR TO COMMENCING WORK, SHORING SHALL BE REMOVED PRIOR TO
INSTALLING PRODUCT PIPING UNLESS APPROVED BY THE OWNER'S CONSTRUCTION MANAGER TO ABANDON IN PLACE.
23.UNSTABLE SOILS MAY BE REQUIRED TO HAVE A FILTER FABRIC EXCAVATION LINER. CONSULT BID DOCUMENTS OR THE OWNER'S
CONSTRUCTION MANAGER FOR SPECIFIC INFORMATION REGARDING THIS ISSUE
24.MINIMIZE SURFACE WATER ENTERING EXCAVATIONS BY CONSTRUCTING 0I1/EASION DAMS AROUND TANK FIELD EXCAVATION AND
PIPING TRENCHES.
25.A CONTINGENCY PLAN SHALL BE DEVELOPED WITH THE OWNER'S CONSTRUCTION MANAGER OUTLINING EMERGENCY PROCEDURES
FOR OBTAINING THE NECESSARY EQUIPMENT AND/OR PERSONNEL TO HANDLE UNEXPECTED WATER ENTRY INTO TANK FIELD
EXCAVATION OR PIPING TRENCHES. WHEN WATER MAY CONTAIN HYDROCARBONS, CONSULT THE OWNER'S CONSTRUCTION
MANAGER PRIOR TO REMOVING IT FROM SITE.
FUEL SYSTEM
1.PRIOR TO THE START OF WORK, PROVIDE OWNER WITH WORK PLAN AND SCHEDULE THAT COORDINATES SCHEDULING WITH
OTHER PORTIONS OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE.
2.CONTRACTOR SHALL COORDINATE DELIVERY DATE OF TANKS WITH THE MANUFACTURER, THE OWNER'S CONSTRUCTION MANAGER
AND THE PROJECT SCHEDULE.
3.CONTRACTOR TO PROVIDE 6' CHAIN LINK SECURITY FENCING AND BARRICADES DURING ALL CONSTRUCTION PHASES, OR AS
DIRECTED BY THE OWNER'S CONSTRUCTION MANAGER. POST “KEEP OUT” SIGNS ON FENCE EVERY 30 FEET. AT THE END OF EACH
WORK DAY, SECURE FENCING PANELS TOGETHER.
4.EXCAVATE AS NECESSARY FOR THE INSTALLATION OF NEW TANK EQUIPMENT, PIPING AND FUEL SYSTEM CONDUITS.
5.WHEN SOIL IS TO BE STOCKPILED ON SITE FOR SAMPLING PRIOR TO OFF-HAUL, PETROLEUM CONTRACTOR SHALL PLACE EXCAVATED
SOIL ON AND SHALL COVER WITH 4 MIL. PLASTIC UNTIL SOIL IS REMOVED, IN AN AREA TO BE APPROVED BY OWNER/GENERAL
CONTRACTOR (GC) GC SHALL PROVIDE FOR DISTRIBUTION OF ALL EXCAVATED SOIL, PER GENERAL PROJECT REQUIREMENTS
6.INSTALL "TYPAR" FILTER FABRIC LINER IN TANK HOLE AND TRENCHES. WHERE REQUIRED BY WET-HOLE OR UNSTABLE SOIL
CONDITIONS, INSTALL TANK HOLD-DOWNS
7.THE OWNER'S CONSTRUCTION MANAGER SHALL WITNESS PRE-INSTALLATION TANK TESTING. CONTRACTOR SHALL NOTIFY THE
OWNER'S CONSTRUCTION MANAGER TWO WORKING DAYS PRIOR TO TESTING AND TANK INSTALLATION.
8.TANK MANUFACTURER'S INSTALLATION PROCEDURE SHALL BE FOLLOWED, AND THE INSTALLATION CHECKLIST SHALL BE
INITIALED/SIGNED BY CONTRACTOR AND THE OWNER'S CONSTRUCTION MANAGER AS APPROPRIATE AS EACH STEP IS COMPLETED.
9.AN UNDERGROUND EQUIPMENT INSTALLATION AFFIDAVIT SHALL BE FILLED OUT BY CONTRACTOR AND SUBMITTED TO THE
OWNER'S CONSTRUCTION MANAGER IN BOUND PROJECT CLOSE OUT FOLDER.
10.CONTRACTOR TO PROVIDE TANK TEST MANIFOLDS PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. PRESSURE GAUGES
SHALL BE IN GOOD REPAIR AND HAVE A CALIBRATION DATE WITHIN 30 DAYS OF USE. PRESSURE GAUGES DAMAGED OR OUT OF
CALIBRATION WILL NOT BE PERMITTED.
11.THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER HANDLING AND INSTALLATION OF THE UNDERGROUND STORAGE TANKS AND
SHALL ENSURE THAT GOOD WORKMANSHIP PRACTICES AND CONSTRUCTION PROCEDURES ARE FOLLOWED REGARDLESS OF THE INCLUSION OR
OMISSIONS OF ANY APPLICABLE SUGGESTIONS IN THESE INSTRUCTIONS.
12.UNKNOWN SITUATIONS OR CONDITIONS NOT COVERED IN THESE SPECIFICATIONS AND THE MANUFACTURER'S INSTRUCTIONS ARE THE
RESPONSIBILITY OF THE CONTRACTOR. MANUFACTURER'S SPECIALISTS ARE AVAILABLE FOR CONSULTATION. THE PRESENCE OF THE OWNER'S
CONSTRUCTION MANAGER OR THE MANUFACTURER'S OBSERVER AT ANY INSTALLATION SITE DOES NOT RELIEVE THE CONTRACTOR OF HIS
RESPONSIBILITY FOR THE PROPER INSTALLATION OF THE TANKS OR OTHER EQUIPMENT.
13.TANKS SHALL BE PLACED ACCORDING TO THE TANK MANUFACTURER'S INSTALLATION MANUAL AND THE OWNER'S TANK DRAWINGS. PLEASE
NOTE THAT IF THE SOIL IS UNSTABLE. THE STANDARDS MAY BE INCREASED. DISTANCE BETWEEN TANKS SHALL BE GOVERNED BY
MANUFACTURER'S OR STATE AND LOCAL REQUIREMENTS, WHICHEVER IS GREATER.
14.TANKS ARE TO BE SET LEVEL AND BACKFILLED TO TOP OF TANK THE SAME DAY AS TESTING.
15.INSTALL TANK TRIM & EQUIPMENT PER DRAWINGS AND CURRENT MANUFACTURER'S INSTRUCTIONS, WHICH SHALL BE FOLLOWED AT ALL
TIMES, AND SHALL HAVE PRECEDENCE OVER OTHER INSTRUCTIONS. MANUFACTURER'S CHECKLISTS SHALL BE COMPLETED BY THE PETROLEUM
CONTRACTOR AS EACH STEP IS COMPLETED. TESTING SHALL CONFORM TD MANUFACTURER'S REQUIREMENTS OWNER'S REPRESENTATIVE
SHALL WITNESS ALL TANK TESTING AT HIS/HER DISCRETION.
16.PETROLEUM CONTRACTOR TO INSTALL NEW ELECTRICAL SYSTEMS PER PLANS AND MANUFACTURER'S REQUIREMENTS, ARRANGE FOR ALL
INSPECTIONS, PROVIDE CONDUITS/WAITNG, J-BOXES, ETC. REQUIRED FOR ELECTRICAL SYSTEMS.
17.INSTALL EQUIPMENT AS LISTED IN EQUIPMENT LIST AND PROVIDE AND INSTALL ALL OTHER EQUIPMENT AS REQUIRED TO PROVIDE A COMPLETE
AND WORKABLE FUELING SYSTEM.
18.PROVIDE AND INSTALL NEW PRODUCT, VENT, VAPOR, AND SECONDARY CONTAINMENT LINES PER DRAWINGS. CURRENT MANUFACTURER'S
INSTRUCTIONS SHALL BE FOLLOWED AT ALL TIMES, AND SHALL HAVE PRECEDENCE OVER OTHER INSTRUCTIONS. MANUFACTURER'S CHECKLISTS
SHALL BE COMPLETED BY THE PETROLEUM CONTRACTOR AS EACH STEP IS COMPLETED.
A: FIBERGLASS REINFORCED PLASTIC (FRP) PIPING: PRIMARY PIPING WITH CONTAINMENT SYSTEM SHALL BE RED THREAD 11A AND RED THREAD 11 WITH
FITTINGS AND DS-7000 AND DS-8000 SERIES ADHESIVE, OR AMERON DUALOY 300/LCX WITH ALCOHOL FITTINGS AND PSX34 ADHESIVE. DO NOT MIX DIFFERENT
MANUFACTURER'S MATERIALS. ALL PIPING AND CONTAINMENT SYSTEMS SHALL BE UL APPROVED FOR 100% METHANOL. CONTAINMENT SYSTEM SHALL BE BY THE
SAME MANUFACTURER WITH THE SAME SERIES ADHESIVES AND/OR FITTINGS.
B: VENT/VAPOR PIPING: SAME AS FRP PIPING.
C: PERSONS INSTALLING PIPING MUST BE CERTIFIED AS HAVING BEEN TRAINED BY MANUFACTURER,
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
NO
PARKING
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/21/2025
SITE ELECTRICAL CONDUIT PLAN
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/2023
5669
F5
ALVARO CORONA
SHEET
F5
1 INSTALL NEW 3/4" CONDUIT WITH POWER, DATA, GROUND AND SENSOR CONDUCTORS -
INSTALL NEW 3/4" CONDUIT WITH (1) BELDON #88760 CABLE FOR ANNULAR SENSOR - LOOP TO J-BOX IN FILL SUMP.
ITEM
2
3
NEW 1" CONDUIT WITH NEW TURBINE CONDUCTORS AND (4) NEW #12 THWN CONDUCTORS FOR TURBINE POWER AND GROUND TO POWER PANEL.
B
A
C
D
E
F
G
H
I
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
DESCRIPTION
INSTALL NEW 3/4" CONDUIT WITH (7) BELDON #88760 CABLES FOR VEEDER ROOT PRESSURE SENSORS, TANK LEVEL, RISER RESERVOIR SENSOR AND
PUMP SENSOR - LOOP TO FILL SUMP.
4 INSTALL NEW 3/4" CONDUIT WITH (2) BELDON #88760 CABLES FOR VEEDER ROOT ATMOSPHERIC SMART SENSOR AND VEEDER ROOT SUMP SENSOR.
5
6
ELECTRICAL CONDUIT LEGEND
1 2 3 5 6
4
2'-0"
TYP.37'-2"
NEW 1" CONDUIT WITH NEW AND NEW BELDON CABLES FOR VEEDER ROOT SENSORS TO EXISTING INTRINSICALLY SAFE WIRE WAY AND VEEDER ROOT
TLS-350 PANEL.
GENERAL NOTES
1.FURNISH ANY INSTALL COMPLETE ELECTRICAL SYSTEM AS DEPIATED FROM PLANS AND SPECIFICATIONS.
2.THE E.C. SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID
WORK.
3.ALL UNDERGROUND CONDUITS TO BE MINIMUM OF 3/4" RIGID, PVC COATED RIGID, PVC SCH40.
4.ALL CONDUITS ENTERING AND EXITING THE HAZARDOUS AREAS MUST BE PVC COATED RIGID. ALL OTHER CONDUITS CAN BE
SCH40 PVC IF INSTALLED BELOW 24". MIN. 3/4"
5.ALL CONDUCTORS MUST BE THWN TYPE "GAS & OIL" AND SHALL COMPLY WITH THE CODE PROVISIONS FOR THOSE AREAS (ART.
500 TRU 516).
6.ALL SWITCHES TO BE MOUNTED AS PER HANDICAP +48" AFF.
7.ALL CURRENT CARRING CONDUCTORS INSIDE FUEL AREA SHALL BE SWITCH WITH SWITCH NEUTRAL BREAKERS ANY
CONTROLLED BY EMERGENCY SHUT OFF CIRCUIT.
8.MAXIMUM PERMITTED CROO-SECTION FILL OF SEALS SHALL NOT EXCEED 25% OF THE CROSS SECTION AREA OF A CONDUIT OF
THE SAME TRADE SIZE UNLESS SPECIFICALLY APPROVED. (ART 501-5(C)(6)).
9.ALL EQUIPMENT TO BE U.L. LISTED.
10.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CALIFORNIA ELECTRICAL CODE (2007) EDITION, AND ALL APPLICABLE STATE,
COUNTY, AND LOCAL CODES.
11.SEE SHEET F9 FOR ADDITIONAL NOTES AND REQUIREMENTS.
HAZARDOUS AREA NOTES
A TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK- FILL OPENING) EXTENT OF CLASS 1. GROUP D, DIVISION 1
LOCATIONS:
ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN DIVISION 1 OR 2 CLASSIFIED LOCATION.
EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
UP TO 18" ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A
HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION.
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK-VENT-DISCHARGING UPWARD EXTENT OF CLASS 1, GROUP D,
DIVISION 1 LOCATION:
WITHIN 3 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS.
EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATIONS:
SPACE BETWEEN 3 FEET AND 5 FEET OF OPEN END VENT, EXTENDING IN ALL DIRECTIONS.
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP-OUTDOOR EXTENT OF CLASS 1 GROUP D, DIVISION 1 LOCATION:
ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A HORIZONTAL DISTANCE OF 10FT. FROM ANY EDGE OF PUMP.
EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET
HORIZONTALLY FROM ANY EDGE OF PUMP.
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE-PITS) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION.
ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH THE DIVISION 1 OR 2 CLASSIFIED LOCATION.
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE-DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI/UL 87. "POWER OPERATED DISPENSING DEVICES
FOR PETROLEUM PRODUCTS."
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE-OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM (1) THE DISPENSER ENCLOSURE OR (2) THAT
PORTION OF THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS.
TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE-OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION:
UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY EDGE OF ENCLOSURE.
B
C
D
E
F
G
SITE ELECTRICAL PLAN
SCALE: 3/32" = 1' - 0"
0'5'10'20'
GRAPHIC SCALE
NORTH
4
S
R
A
I
T
T
S
T
.
(E)
DIESEL
12K
PLANTER
EXISTING HEALY TANK
W EDINGER AVE.
(E) 87
12K
(E) 91
12K
12
10
11
9
8
6
7
5
4
2
3
1
PLANTER
PLANTER
BUILDING
EXISTING VENTS
EXISTING TRASH ENCLOSURE
EXISTING REMEDIATION COMPOUND
8'
-
0
"
SCOPE OF WORK
NOT TO AFFECT
EXISTING ACCESSIBLE
PATH OF TRAVEL
1 5/14/24 NOTED EXISTING ACCESSIBLE PATH OF TRAVEL
SIGNED 5/14/24
EXISTING ACCESSIBLE
PATH OF TRAVEL
EXISTING ACCESSIBLE PATH OF TRAVEL
1913 W Edinger Ave -
101118671 & 201824107/2/2024
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
ELECTRICAL NOTES
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/2023
5669
F6
ALVARO CORONA
SHEET
F6
B
A
C
D
E
F
G
H
I
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
ELECTRICAL SPECIFICATIONS
PART 1 - GENERAL
1.01 SCOPE OF WORK:
FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR, TOOLS, TRANSPORTATION, SUPERINTENDENCE AND
SERVICES REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND/OR SPECIFIED HEREIN. ALSO INCLUDE ALL
OTHER WORK AND MISCELLANEOUS ITEMS, NOT SPECIFICALLY MENTIONED, BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION
INCLUDING ALL ACCESSORIES AND APPURTENANCES REQUIRED FOR TESTING THE SYSTEM. IT IS THE INTENT OF THE DRAWINGS AND
SPECIFICATIONS, THAT ALL SYSTEMS BE COMPLETE AND READY FOR OPERATION.
1.02 REGULATORY REQUIREMENTS:
CODE COMPLIANCE IS MANDATORY NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMIT WORK NOT CONFORMING TO THESE CODES.
WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND
MATERIALS SHALL COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSHA).
2. NFPA 170: NATIONAL ELECTRIC CODE (NEC).
3. NFPA #101: LIFE SAFETY CODE.
4. STATE FIRE MARSHAL.
5. LOCAL UTILITIES COMPANIES.
6. LANDLORD REQUIREMENTS.
1.03 LICENSE, FEES AND PERMITS:
ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMIT AND INSPECTION FEES REQUIRED BY THE AUTHORITY HAVING JURISDICTION
AND SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS.
1.04 SAFETY AND INDEMNITY:
THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, NO ACT. SERVICE, DRAWING REVIEW OR CONSTRUCTION REVIEW BY THE OWNER, AND ENGINEERS OR THEIR
CONSULTANTS, IS INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN OR NEAR THE
CONSTRUCTION SITE.
1.05 DRAWINGS AND SPECIFICATIONS:
ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISION SHOWN
ANYWHERE THEREIN SHALL BE FURNISHED UNDER THIS DIVISION. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL
ARRANGEMENT OF EQUIPMENT AND WIRING. MOST DIRECT ROUTING OF CONDUITS AND WIRING IS NOT ASSURED. EXACT REQUIREMENT
SHALL BE GOVERNED BY CONDITIONS OF THIS JOB. CONSULT ALL OTHER DRAWINGS IN PREPARATION OF THE BID. EXTRA LENGTHS OF WIRING
OR ADDITION OF PULL OR JUNCTION BOXES, ETC., NECESSITATE BY SUCH CONDITIONS SHALL BE INCLUDED IN THE BID.
1.06 CONDITIONS AT SITE:
VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE
PERFORMED, ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TAKE ALL MEASUREMENTS WHICH MAY AFFECT THE WORK NO
ALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR ANY EXTRA EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT
TO MAKE SUCH EXAMINATION, INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER DIFFICULTIES VISUALLY
OBSERVED DURING SITE VISIT. CONTRACTOR IS RESPONSIBLE FOR BECOMING COMPLETELY FAMILIAR WITH THE ARCHITECTURAL TOOLS AND
MATERIALS REQUIRED TO PRODUCE A COMPLETELY CONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, AND REQUIRED
BY THE CODE.
1.07 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS:
ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED. HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR REJECTION OF THE WORK.
1.08 SHOP DRAWINGS AND MATERIALS LISTS:
SUBMIT TO OWNER IN A SINGLE PACKAGE SIX (6) COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS LIST, AS NOTED BELOW, FOR
REVIEW WITHIN FIFTEEN (15) DAYS AFTER AWARD OF CONTRACT.
SUBMITTALS REQUIRED AS FOLLOWS:
1. WIRING DEVICES: SWITCHES, RECEPTACLES, DEVICE PLATES.
2. SWITCHBOARD & ENCLOSURES FOR UTILITY COMPANY METERING.
3. MAIN FUSED DISCONNECT SWITCH.
4. PANEL BOARDS.
5. DISCONNECT SWITCHES.
6. LIGHTING FIXTURES, LAMPS AND LIGHTING CONTROL EQUIPMENT.
1.09 SUBSTITUTIONS:
ONE OR MORE MAKES OF MATERIALS OR METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF QUALITY, WORKMANSHIP,
FINISH AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED
PERFORMANCE, WILL BE ACCEPTED. HOWEVER, ALL CHANGES AND SUBSTITUTIONS SHALL BE REQUESTED IN LETTER FORM AND SHALL BE
ACCOMPANIED WITH A STATEMENT OF THE AMOUNT OF MONEY TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED. NO
WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE OWNER.
THE OWNER IS THE SOLE JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. IF A SUBSTITUTION ITEM IS PERMITTED, AND ANY
RE-DESIGN EFFORT IS THEREBY NECESSITATED. THE REQUIRED RE-DESIGN SHALL BE AT THE CONTRACTOR'S EXPENSE.
1.10 COORDINATION:
COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION FOR EQUIPMENT
FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS. INFORM CONTRACTORS OF OTHER TRADES OF THE REQUIRED
ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. VERIFY EQUIPMENT
DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING
WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION,
WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE.
1.11 CUTTING AND PATCHING:
ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN. COORDINATION WITH GENERAL CONTRACTOR AND
OTHER TRADES IS IMPERATIVE. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER
HOLES, SUPPORTS, ETC.
1.12 ACCEPTANCE DEMONSTRATION:
UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE FOR THE OWNER THE
OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION.
PROPERLY SET AUTOMATIC TIME SWITCHES TO PERFORM SWITCHING OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S
REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE AND/OR TEST TIME
SWITCHES PROGRAMMING.
1.13 RECORD DRAWINGS, EQUIPMENT DATA:
MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH "AS-BUILT" INFORMATION AS FEEDER AND SERVICE
ROUTES, PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION DELIVER COMPLETED
DRAWINGS TO THE OWNER. SUBMIT TO THE OWNER'S REPRESENTATIVE A SET OF "AS BUILT" DRAWINGS IN VELLUM AND CAD FILE. AS BUILT
COMMENTS SHALL BE WRITTEN IN A LEGIBLE MANNER IN THE SAME STYLE AS THE CONTRACT DOCUMENTS. ALSO SUBMIT THREE COPIES OF DATA
SHEETS OR OTHER CURRENT MANUFACTURERS' PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT
INCLUDING AT LEAST THESE DATA:
1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS LIST.
2. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS.
3. USER'S MANUAL AND OPERATION INSTRUCTIONS.
4. MANUFACTURER'S WARRANTY.
1.14 CLEAN-UP:
RID THE PREMISES OF SCARP MATERIALS. TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF THE PROJECT. LEAVE THE
BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION.
1.15 GUARANTEE:
GUARANTEE THE INSTALLATION IS FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF
CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHARGE.
1.16 TEMPORARY SERVICES
PROVIDE ADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION AND FINISHING OF THE
PREMISES. IN ADDITION TO SPECIAL OR UNUSUAL REQUIREMENTS, PROVIDE AT LEAST THESE ITEMS:
1. THREE 20-AMP CIRCUITS FOR CONSTRUCTION POWER TOOLS. PROVIDE GFI TEMPORARY CIRCUITS WITH COVERPLATES TO MEET OSHA
REQUIREMENTS.
2. THREE OR MORE LIGHT STRINGS SUSPENDED APPROXIMATELY ONE FOOT BELOW THE HEIGHT OF FINISH CEILING WITH LAMPS SPACED NOT
MORE THAN TWELVE FEET ON CENTERS. STRINGS SHALL BE RUN THE LENGTH OF THE STORE SPACE PARALLEL TO THE DEMISING WALLS, WITH
ONE STRING WITHIN EIGHT FEET OF EACH WALL AND ONE (OR MORE) INTERMEDIATE STRING(S) ARRANGED TO LIMIT THE SPACING BETWEEN
ROWS TO SIXTEEN FEET OR LESS.
3. FLOOD LIGHTING AND TASK LIGHTING FOR PAINTING AND OTHER FINISH WORK.
4. WHEN PERMANENT ELECTRICAL SERVICE IS OPERABLE, DISCONNECT AND REMOVE FROM THE PREMISES THE MATERIALS AND EQUIPMENT
FOR TEMPORARY POWER AND LIGHTING, AND RESTORE MODIFICATIONS AND REPAIR DAMAGE CAUSED BY THE INSTALLATION, USE OR
REMOVAL OF TEMPORARY SERVICE PROVISIONS.
3.03 INSTALLATION OF WIRES:
A. PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION WORK WHICH MIGHT DAMAGE THE WIRE HAS
BEEN COMPLETED.
B. INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET OR TERMINAL TO TERMINAL. SPLICES IN CABLES WHEN REQUIRED SHALL BE
MADE IN HANDHOLES, PULL BOXES OR JUNCTION BOXES. MAKE BRANCH CIRCUIT SPLICES IN OUTLET BOXES WITH 8” OF CORRECTLY
COLOR-CODED TAILS LEFT IN THE BOX.
C. SPLICES IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALS AND METHODS DESCRIBED HEREIN BEFORE.
D. MAKE ALL GROUND, NEUTRAL AND LINE CONNECTIONS TO RECEPTACLE AND WIRING DEVICE TERMINALS AS RECOMMENDED BY
MANUFACTURE. PROVIDE GROUND JUMPER FROM OUTLET BOX TO GROUND TERMINAL OF DEVICES WHEN THE DEVICE IS NOT
APPROVED FOR GROUNDING THROUGH THE MOUNTING SCREWS.
E. PROVED BRADY WIRE MARKERS WHERE NUMBER OF CONDUCTORS IN A BOX EXCEEDS FOUR.
F. MEGGER AND RECORD INSULATION RESISTANCE OF ALL 600 VOLT INSULATED CONDUCTORS SIZE #4/0 AND LARGER USING 500 VOLT
MEGGER FOR ONE MINUTE. MAKE TESTS WITH CIRCUITS ISOLATED FROM SOURCE AND LOAD.
3.04 WIRE COLOR CODE:
COLOR CODING SHALL BE CONTINUOUS FOR WIRE #12AWG THROUGH #10 AWG. PHASE CONDUCTORS #8 AND LARGER AND CONDUCTORS OF
ANY SIZE IN CABLE ASSEMBLES MAY HAVE COLORED PHASING TAPE AT TERMINATIONS. COLOR CODE WIRES AS FOLLOWS:
VOLTAGE PHASE A PHASE B PHASE C NEUTRAL GROUND
120/208V BLACK RED BLUE WHITE GREEN
277/480V BROWN ORANGE YELLOW GRAY GREEN
3.05 IDENTIFICATION:
A. PROVIDE DYMO LABELS ON ALL LIGHTING SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO SHOW PANEL AND
CIRCUIT NUMBER TO WHICH THE DEVISE IS CONNECTED.
B. EACH PANEL BOARD SHALL CONTAIN A METAL-FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR.
C. PANEL BOARD SCHEDULE: AFTER COMPLETION OF WORK, PROVIDE TYPEWRITTEN UPDATED PANEL BOARD SCHEDULES FOR ALL PANEL
BOARDS.
3.06 REMODELING WORK
A. EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION
CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION. WHERE CONSTRUCTION CHANGES REQUIRE,
OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED. EXTEND CONDUITS AND PULL IN NEW WIRING OR INSTALL JUNCTION BOXES AND
SPLICE IN NEW WIRING.
B. OUTLETS FROM WHICH FIXTURES, SWITCHES, RECEPTACLES, AND/OR OTHER ELECTRICAL DEVICES ARE REMOVED AND WHICH ARE NOT
REPLACES OR REUSED SHALL BE REMOVED, WHERE OUTLETS BOXES, ETC, ARE COMPLETELY REMOVES, THE CONTRACTOR SHALL CUT
OFF CONDUITS AND REMOVE WIRING.
C. WHERE CONDUITS EXTENDING THROUGH FLOORS ARE TO BE ABANDONED, THE CONTRACTOR SHALL CUT AND CAP OR
D. WHERE EXISTING CONDUIT IS TO BE ABANDONED, THE CONDUIT SHALL BE REMOVED IF IT IS EXPOSED, IN A CRAWL SPACE PLUG
CONDUIT, AND THE CONDUIT SHALL NOT PROTRUDE ABOVE THE FLOOR. OR IN ACCESSIBLE CEILING. WHERE IT IS IMPOSSIBLE TO
REMOVE THE CONDUIT, IT SHALL BE CUT OFF AND CAPPED OR PLUGGED.
E. REMOVE ALL EXISTING WIRING NOT REUSED OR REQUIRED TO MAINTAIN CONTINUITY TO CIRCUITS TO REMAIN.
F. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING
PATCHING, PLASTERING, PAINTING AND/OR OTHER REPAIRS DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF
THIS SPECIFICATION. CLOSE ALL OPENING. REPAIR ALL SURFACES. ETC. AS REQUIRED.
G. MAINTAIN CIRCUIT CONTINUITY TO AREAS OUTSIDE OF THIS WORK. PROVIDE NEW CONDUIT AND CONDUCTORS AS REQUIRED TO
MAINTAIN CONTINUITY AND MAINTAIN AREA AS EXISTING.
3.07 GROUNDING:
A. ELECTRICAL SERVICES AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH NEC
ARTICLE 250-3 TO 250-26, INCLUSIVE.
B. GROUND NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT ENCLOSURES, FRAMES, CONDUCTOR RACEWAYS OR
CABLE TRAYS TO PROVIDE A LOW IMPENDENCE PATH FOR LINE-TO-GROUND FAULT CURRENT AND TO BAND ALL NON-CURRENT
CARRYING METAL PARTS TOGETHER. PROVIDE GROUND CONDUCTOR IN EACH RACEWAY SYSTEM IN ADDITION TO CONDUCTORS
SHOWN. EQUIPMENT GROUND CONDUCTOR SHALL BE ELECTRICALLY AND MECHANICALLY CONTINUOUS FROM THE ELECTRICAL
CIRCUIT SOURCE TO THE EQUIPMENT TO BE GROUNDED. SIZE GROUND CONDUCTORS PER NEC ARTICLE 250-95 UNLESS LARGER
CONDUCTORS ARE SHOWN ON DRAWINGS.
C. GROUNDING CONDUCTORS SHALL BE IDENTIFIED WITH GREEN INSULATION WHERE GREEN INSULATION IS NOT AVAILABLE ON LARGER
SIZES, BLACK INSULATION SHALL BE USED AND SUITABLY IDENTIFIED WITH GREEN TAPE AT EACH JUNCTION BOX OR DEVISE ENCLOSURE.
HAZARDOUS LOCATION NOTES
GENERAL INSTALLATION REQUIREMENTS/FUEL EQUIPMENT COMPATIBILITY:
1. EARTH GROUND IS REQUIRED FOR PROPER EQUIPMENT OPERATION. EACH FUEL-ASSOCIATED DEVICE IS TO BE CONNECTED TO THE
GROUND BUS OF THE MAIN POWER PANEL WITH A GREEN INSULATED WIRE TO PROVIDE A SINGLE REFERENCE POINT FOR EARTH
GROUND. THE GROUND BUS BAR WILL THEN BE CONNECTED TO A COPPER CLAD GROUND ROD DRIVEN NO LESS THAN 9 FT. INTO THE
GROUND. GROUNDING SHALL MEET CEC SECTION 250 REQUIREMENTS.
2. ALL FUEL EQUIPMENT (I.E. DISPENSERS, MONITORING SYSTEM. POS. AND STPS) MUST BE CONNECTED TO THE SAME ELECTRICAL PHASE.
3. EQUIPMENT WHICH COULD POTENTIALLY CREATE ELECTRICAL NOISE OR POWER SURGES (E.G. COOLERS, COMPRESSORS. FLUORESCENT
LIGHTING, ETC.) SHALL NOT SHARE A CIRCUIT WITH POS EQUIPMENT.
4. SUBMERSIBLE TURBINE PUMPS (STPS).
A. STP CONDUIT SHALL BE PVC COATED RIGID. STPS SHALL NOT SHARE A CIRCUIT WITH PIC OR POS EQUIPMENT. STP WIRING SHALL NOT
BE ROUTED THROUGH THE SAME RACEWAY AS THE PIC COMMUNICATION WIRES.
B. VARIABLE SPEED STP CONTROLLERS (I.E. RED JACKET OR FE PETRO) SHALL BE INSTALLED A MINIMUM OF 3 FT. FROM THE SAME
MODULE.
HAZARDOUS LOCATIONS SPECIFICATIONS:
A. PROVIDE EXPLOSION PROOF JUNCTION BOX AND SEAL OFF FITTINGS PER ARTICLES 514 OF THE CEC FOR HAZARDOUS LOCATIONS.
B. ALL CONDUIT AND WIRING TO FUEL DISPENSERS AND SUBMERSIBLE PUMPS SHALL BE INSTALLED AND USED IN ACCORDANCE WITH
FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE NFPA 30 AND APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE CALIFORNIA
ELECTRICAL CODE (CEC) ARTICLE 514. “MOTOR FUEL DISPENSING FACILITIES,” INCLUDING THE FOLLOWING: PROVIDE EXPLOSION
PROOF/SEAL-OFF FITTINGS ON ALL POWER SUPPLY LINES LOCATED AT FUEL DISPENSERS, SUBMERSIBLE PUMPS AND ANY OTHER
ELECTRICAL EQUIPMENT LOCATED IN A 20' RADIUS OF THE GASOLINE FUEL DISPENSER ISLAND. AN AREA PER FIGURE 5143 OF THE CEC
IS DEFINED AS A HAZARDOUS LOCATION WITHIN A 20' RADIUS FROM THE END OF EACH DISPENSER ALL ELECTRICAL EQUIPMENT AND
WIRING WITHIN THIS AREA SHALL BE PER CEC 514.
C. AN APPROVED SEAL (EXPLOSION PROOF/SEAL-OFF FITTING) SHALL BE PROVIDED IN EACH CONDUIT RUN ENTERING OR LEAVING A
DISPENSER OR ANY CAVITIES OR ENCLOSURES IN DIRECT COMMUNICATION THEREWITH. THE SEALING FITTING SHALL BE THE FIRST
FITTING AFTER THE CONDUIT EMERGES FROM THE EARTH OR CONCRETE. ADDITIONAL SEAL SHALL BE PROVIDED AT BOUNDARIES IN
ACCORDANCE WITH CEC SECTION 501.5 (A)(4) AND 501.5(BX2) APPLYING TO BOTH HORIZONTAL AS WELL AS VERTICAL BOUNDARIES
OF CLASS I LOCATIONS.
D. PROVIDE EXPLOSION PROOF/SEAL·OFF FITTING AT THE POINT OF CONDUIT STUB-UP ENTRANCE (AT PANEL BOARD) INTO THE SERVICE
BUILDING FOR ALL POWER SUPPLY CONDUITS TO FUEL DISPENSERS, SUBMERSIBLE PUMPS AND OTHER ELECTRICAL EQUIPMENT
LOCATED IN THE ABOVE DEFINED HAZARDOUS LOCATIONS.
E. ALL BELOW GRADE CONDUIT RUNNING THROUGH (ENTERING OR LEAVING - THEN THE ENTIRE CONDUIT RUN SHALL BE RGS) THE
CLASS I DIVISION 1 HAZARDOUS LOCATION AS DESCRIBED ABOVE AND AS DEFINED PER CEC ARTICLE 514 SHALL BE RGS. RIGID
NON-METALLIC CONDUIT (PVC) MAY ONLY BE USED AS LONG AS THE PROVISIONS OF CEC ARTICLE 514.8. EXCEPTION NO.2 ARE
STRICTLY ADHERED TO INCLUDING THE REQUIREMENTS FOR AN EQUIPMENT GROUNDING CONDUCTOR IN THE RIGID NON-METALLIC
CONDUIT AND THE EQUIPMENT GROUNDING CONDUCTOR MUST BE BONDED TO THE EXPLOSION-PROOF RACEWAY SYSTEM INSIDE
THE DISPENSER (THIS MAY BE ACCOMPLISHED BY TERMINATING THE EQUIPMENT GROUNDING CONDUCTOR ON THE GROUND
SCREW PROVIDED IN THE JUNCTION BOX). WHERE RIGID NON-METALLIC CONDUIT IS USED IT SHALL BE USED FOR THE LAST 2 FEET OF
THE UNDERGROUND RUN TO EMERGENCE OR POINT OF CONNECTION TO THE ABOVE GROUND RACEWAY.
F. EACH CIRCUIT LEADING TO OR THROUGH A DISPENSING PUMP SHALL BE PROVIDED WITH A SWITCH TO DISCONNECT
SIMULTANEOUSLY FROM THE SOURCE OF SUPPLY ALL AND CONDUCTORS OF THE CIRCUIT INCLUDING THE GROUNDED CONDUCTOR.
G. THE METAL PORTION OF DISPENSING PUMPS, METAL RACEWAYS AND ALL NON-CURRENTCARAYING METAL PARTS OF ELECTRIC
EQUIPMENT, REGARDLESS OF VOLTAGE, SHALL BE GROUNDED AS PROVIDED IN CEC ARTICLE 250.
ELECTRICAL EQUIPMENT, REGARDLESS OF VOLTAGE, SHALL BE GROUNDED AS PROVIDED IN CEC ARTICLE 250.
PART 2 - PRODUCTS
2.01 MATERIAL APPROVAL
ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITER'S LABORATORIES LABEL. MATERIALS THAT ARE NOT COVERED BY UL TESTING
STANDARDS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN
ACCORDANCE WITH THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION.
2.02 CONDUITS AND OTHER RACEWAYS:
A. ALL POWER CONDUITS TO BE 3/4" PVC COATED.
B. LOW VOLTAGE CONDUITS TO BE 3/4" PVC WITH PVC COATED RIGID ENDS AS REQUIRED IN HAZARDOUS AREAS UNLESS NOTED
OTHERWISE.
C. ELECTRICAL METALLIC TUBING (EMT): ELECTRO-GALVANIZED.
D. WIREWAY: CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH.
E. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT
CONNECTORS AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND
OUTDOORS.
2.03 WIRES AND CABLES:
A. FOR POWER AND LIGHTING SYSTEM 600V OR LESS:
1. CONDUCTOR: MINIMUM SIZE #12 AWG.
A. #12 AND #10 AWG SOLID COPPER.
B. #8 AWG AND LARGER SHALL BE STRANDED COPPER.
2. INSULATION TYPE:
A. #12 TO #1 AWG: THWN FOR WET OR UNDERGROUND AND THHN FOR DRY LOCATIONS.
B. #1/0 THROUGH #4/0 AWG: XHHW (55 MILS).
C. #250 MCM AND LARGER: XHHW (65 MILS).
D. GROUNDING WIRE: TW.
B. FOR SIGNAL AND COMMUNICATIONS CIRCUIT:
1. SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS.
2. CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #18 AWG MINIMUM, WITH THWN INSULATION FOR
UNDERGROUND OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS.
C. ACCEPTABLE PRODUCTS: GENERAL ELECTRIC. ANACONDA, OKONITE, PARANITE OR TRIANGLE PRODUCTS CONFORMING OR EXCEEDING
APPLICABLE IPCEA STANDARDS.
2.04 OUTLET BOXES, JUNCTION AND PULL BOXES:
A. OUTLET BOXES. 4” SQUARE X 1-1/2" DEEP (OR LARGER) GALVANIZED SHEET STEEL KO-TYPE WITH PLASTER RING AND COVER FOR
GENERAL INTERIOR USE AND CAST METAL TYPE FS OR FD WITH MATCHING SCREW COVERS FOR EXTERIOR AND EXPOSED INTERIOR
LOCATIONS (GASKETED IN DAMP OR WET LOCATIONS).
B. JUNCTION BOXES (FLOOR BOX NOT INCLUDED) SHALL BE SAME AS OUTLET BOXES UP TO 42 CU. IN. AND CODE-GAUGE STEEL IN LARGER
SIZES WITH SURFACE OR FLUSH-TYPE SCREW-MOUNTED TRIMCOVERS, BOTH BOXES AND COVERS INHIBITOR-PRIMED AND POINTED
INSIDE OUT.
C. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS.
D. TELEPHONE OUTLET BOXES SHALL BE THE TYPE AND SIZE REQUIRED BY THE SERVING TELEPHONE COMPANY BUT NOT SMALLER THAN
4-11/16" SQUARE X 2-1/8” DEEP WITH SINGLE-GONG RING AND SIERRA #S-754N SPLIT PLATE BUSHING.
2.05 WIRING DEVICES AND PLATES:
UNLESS OTHERWISE INDICATED, ALL WIRING DEVICES AND COVER PLATES SHALL BE FURNISHED AND INSTALLED IN COLOR TO MATCH FINISH
SURFACE WHERE IT IS LOCATED ON, IE, DARK BROWN, BEIGE, WHITE OR STAINLESS STEEL.
2.06 CONDUIT HANGERS:
FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE, USE ROD HANGERS MANUFACTURED BY CADDY, UNISTRUT OR
POWERSTRUT. FOR MULTIPLE CONDUIT RUNS, USE UNISTRUT OR POWERSTRUT TRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUM
REFLECTION NOT GREATER THAN 1/8”.
2.07 WIRE CONNECTORS:
FOR WIRE SIZES #8 AWG AND SMALLER: INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C, 600V, FOR BUILDING WIRING
AND 1000V IN SIGNS OR FIXTURES, SCOTCHLOK OR IDEAL. FOR WIRE SIZE #6 AWG AND LARGER: T & B OR EQUIVALENT COMPRESSION TYPE
WITH 3M #33+ OR PLYMOUTH "SLIPKNOT GREY" TAPE INSULATION.
2.08 PANEL BOARDS:
A. CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GALVANIZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL
BE OF COLD-ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK. ALL PANELS SHALL BE KEYED ALIKE. PANELS
LOCATED ADJACENT TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRIMS. MINIMUM PANEL WIDTH SHALL BE 20"
FINISH EXPOSED PART WITH ONE COAT OF PRIMER AND ONE COAT OF LIGHT GREY ENAMEL SUITABLE FOR OVERPAINTING IT.
B. CIRCUIT BREAKERS: SHALL BE QUICK-MAKE, QUICK-BREAK, MOLDED CASE TYPE:
1. 120/240 VOLT PANELS. SHALL BE GENERAL ELECTRIC TYPE “Q” LINE. BOLT-ON TYPE, WITH MINIMUM SYMMETRICAL INTERRUPTING
CAPACITY AS SHOWN.
2. PROVIDE MULTI-POLE UNITS WITH COMMON TRIP ELEMENT.
3. CIRCUIT BREAKERS USED ON "ON-OFF" CONTROL OF FLUORESCENT LIGHTING (PANEL BOARD SWITCHING) SHALL BE UNDERWRITERS'
LABORATORIES LISTED AND MARKED "SWD" TO INDICATE THEIR SUITABILITY.
C. IDENTIFICATION. PROVIDE SCREWED-ON (NO ADHESIVES) BAKELITE OR PHOTO-ETCHED METALLIC NAMEPLATE IDENTIFICATION ON
OUTSIDE OF EACH PANEL SHOWING PANEL DESIGNATION, VOLTAGE AND PHASE IN MINIMUM 1/8" HIGH LETTERS. EACH PANEL SHALL
CONTAIN A METAL-FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR.
D. COMPLETE SHOP DRAWINGS ARE REQUIRED. SEE ARTICLE 1.08.
2.09 MISCELLANEOUS MATERIALS:
A. SAFETY SWITCHES HEAVY DUTY TYPE, 480V OR 240V, HORSEPOWER RATED FOR MOTORS, FUSED OR NON-FUSED AS REQUIRED. MOUNT
IN ENCLOSURE WITH NEMA RATING AS REQUIRED FOR THE SPECIFIC APPLICATION GENERAL ELECTRIC, SQUARE D OR WESTINGHOUSE.
PART 3 - EXECUTION
3.01 WIRING METHODS:
A. INSTALL ALL WIRING IN RACEWAY. OR USE MC GABLE WHERE APPROVED BY ALL APPLICABLE CODES AND REGULATIONS. CONDUIT
SHALL BE RIGID STEEL, IMC OR EMC AS FOLLOWS:
1. ABOVE GROUND: USE RIGID STEEL, IMC OR EMT.
A. WET LOCATIONS: RIGID STEEL OR IMC ONLY.
B. LOCATIONS SUBJECT TO MECHANICAL INJURY RIGID STEEL OR IMC ONLY.
C. DRY LOCATIONS AND NOT SUBJECT TO MECHANICAL INJURY: EMT, IMC, OR RIGID STEEL CONDUIT.
2. UNDERGROUND: USE RIGID STEEL
B. USE FLEXIBLE CONDUITS OR MC CABLE IN THE FOLLOWING APPLICATIONS:
1. FINAL CONNECTIONS TO MOTOR.
2. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER.
3. FINAL CONNECTIONS TO VIBRATING EQUIPMENT.
4. INTER-CONNECTIONS BETWEEN ALL LIGHT FIXTURES (NOT TO INCLUDE HOMERUN FROM FIXTURE OR DEVICE TO PANEL BOARD,
WHICH MUST BE RIGID).
5. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL.
6. IN WALLS (FOR LIGHT SWITCHES AND 120V POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT).
C. FLEXIBLE METALLIC CONDUIT OR MC CABLE MUST BE THE SAME SIZE AS THE RIGID CONDUIT TO WHICH IT IS CONNECTED.
D. THE CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF. I.E. LIQUID TIGHT OR SEAL TIGHT.
E. MINIMUM SIZE OF CONDUIT SHALL BE 1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT SWITCHES IF
APPROVED BY ALL APPLICABLE CODES MINIMUM SIZE FOR ALL OTHER LOCATIONS SHALL BE 3/4" IF HVAC CONTROL WIRING IS
REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A 3/4" MINIMUM, UNLESS OTHERWISE NOTED ON DRAWINGS. ALL IN/UNDER FLOOR
CONDUITS SHALL BE 3/4" MINIMUM SIZE.
3.02 INSTALLATION OF CONDUITS:
A. GENERAL:
1. RUN ALL CONDUIT CONCEALED UNLESS OTHERWISE NOTED OR SHOWN.
2. RUN ALL CONDUIT PARALLEL TO OR AT RIGHT ANGLES TO CENTER LINES OF COLUMNS AND BEAMS.
3. CONDUITS ABOVE CEILINGS SHALL NOT OBSTRUCT REMOVAL OF CEILING TILES, LIGHTING FIXTURES, AIR DIFFUSERS, ETC.
4. CONDUITS SHALL NOT CROSS ANY DUCT SHAFT OR AREA DESIGNATED AS FUTURE DUCT SHAFT HORIZONTALLY. CONDUIT RISERS
WHEN ALLOWED IN DUCT SHAFT MUST BE COORDINATED WITH MECHANICAL WORK TO AVOID ANY CONFLICT.
B. CONDUIT SUPPORTS:
1. SUPPORT CONDUITS WITH UNDERWRITER'S LABORATORIES LISTED STEEL CONDUIT SUPPORTS AT INTERVALS REQUIRED BY THE
NATIONAL ELECTRIC CODE. WIRES OR SHEET METAL STRIPS ARE NOT ACCEPTABLE FOR CONDUIT SUPPORT. USE CONDUIT HANGERS
FOR ALL CONDUITS NOT DIRECTLY FASTENED TO STRUCTURES AND FOR ALL MULTIPLE CONDUIT RUNS. DO NOT ATTACH ANY
CONDUIT TO MECHANICAL DUCTS AND PIPES.
2. INDIVIDUAL CONDUITS 1/2" AND 3/4" SIZE FOR LIGHTING MAY BE SUPPORTED FROM CEILING. SUPPORT WIRES WITH CADDY CLIPS
ONLY IF ACCEPTABLE TO LOCAL CODE. ONLY ONE CONDUIT IS PERMITTED TO BE ATTACHED TO ANY CEILING SUPPORT WIRE. HANG
SUCH CONDUIT SO AS NOT TO AFFECT LEVEL OF CEILING OR LIFTING TILES.
3. AVOID ATTACHING CONDUIT TO FAN PLENUMS. WHEN IT IS NECESSARY TO SUPPORT CONDUIT FROM FAN PLENUM, PROVIDE A
LENGTH OF FLEXIBLE CONDUIT BETWEEN PORTION ATTACHED FOR FAN PLENUM AND PORTION ATTACHED TO THE BUILDING TO
MINIMIZE TRANSMISSION OF VIBRATION TO THE BUILDING STRUCTURES.
C. CONDUIT PENETRATION:
1. PENETRATING FIRE RATED FLOOR OR WALL: INSTALL CONDUIT IN CONDUIT SLEEVE OR FRAMED OPENING. SEAL PENETRATION WITH
FIRE RETARDANT SEALANT SPECIFIED HEREIN.
2. PENETRATING ROOF OR EXTERIOR WALL: AVOID PENETRATING ROOF ORA EXTERIOR WALL WHERE POSSIBLE. WHERE PENETRATIONS
ARE NECESSARY, BUILDING WEATHERPROOF INTEGRITY MUST BE PRESERVED.
3. PENETRATING SOUND INSULATED OR AIR PLENUM WALL: INSTALL CONDUIT IN CONDUIT SLEEVE AND SEAL PENETRATION AS
DETAILED ON THE DRAWINGS.
4. PENETRATING NON-FIRE RATED DRY WALL: CONDUIT SLEEVES ARE NOT REQUIRED. PENETRATIONS MUST BE SEALED WITH PLASTER
PRIOR TO PAINTING. PENETRATIONS MADE AFTER WALL FINISH IS APPLIED MUST BE AS SMALL AS POSSIBLE AND PROVIDED WITH
ESCUTCHEONS, ONE ON EACH SIDE OF WALL.
5. PENETRATING SUSPENDED CEILING: CUT HOLE AS SMALL AS POSSIBLE TO PERMIT CONDUIT PENETRATION. PROVIDE ESCUTCHEON
FOR EACH CONDUIT BELOW CEILING.
CEC TABLE 514.3 (B)(1) - CLASS II, GROUP D LOCATIONS
LOCATION UNDERGROUND TANK DIVISION EXTEND OF CLASSIFIED LOCATION
FILL OPENING DIV.1 ANY PIT, BOX OR SPACE BELOW GRADE LEVEL. ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED
LOCATION.
DIV.2 UP TO 18 IN. ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FT. FROM A
VENT -DISCHARGING UPWARD DIV.1 WITHIN 3 FT OF OPEN END VENT. EXTENDING IN ALL DIRECTIONS
DISPENSING DEVICE DIV.2 SPACE BETWEEN 3 FT. AND 5 FT. OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS.
PITS DIV.1 ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION.
DISPENSER SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN
"POWER OPERATED DISPENSING DEVISED FOR PETROLEUM PRODUCTS". ANSI/UL 67-1990
DIV.2 WITHIN 18 IN, HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM (1) THE DISPENSER ENCLOSURE OR (2) THAT
PORTION OF THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS.
OUTDOOR DIV.2 UP TO 18 IN. ABOVE GRADE LEVEL WITHIN 20 FT. HORIZONTALLY OF ANY EDGE OF ENCLOSURE.
REMOTE PUMP-OUTDOOR DIV.1 FROM ANY EDGE OF PUMP.
DIV.2 WITHIN 3 FT. OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSO UP TO 1 BIN. ABOVE
GRADE LEVEL WITHIN 10 FT. HORIZONTALLY FROM ANY EDGE OF PUMP.
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
GASOLINE GASOLINE GASOLINE GASOLINE GASOLINE GASOLINE+DIESEL
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
VEEDER ROOT ELECTRICAL
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
07/19/2023
5669
F7
ALVARO CORONA
SHEET
F7
B
A
C
D
E
F
G
H
I
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
SENSOR ALARM SUMMARY
OTHER ALARMS
ISD ALARM SUMMARY
DISPLAY MESSAGE INDICATOR
LIGHT
AUDIBLE
ALARM
ACTIVATION RESULTS CAUSE
LIQUID SENSOR STATUS INDICATORS - PIPING SUMP SENSOR (VR-794390-208) & STEEL TANK INTERSTITIAL SENSOR (VR-794390-420)
FUEL ALARM RED YES SHUT DOWN OF PROGRAMMED DEVICES, AUDIO,
VISUAL & PRINTED COPY OF ALARM
AN INTERSTITIAL OR PIPING SUMP LIQUID SENSOR DETECTS LIQUID IN A TANK'S
INTERSTITIAL SPACE OR PIPING SUMP.
SENSOR OUT ALARM RED YES SHUTDOWN OF PROGRAMMED DEVICES, AUDIO,
VISUAL & PRINTED COPY OF ALARM
A SENSOR IS DISCONNECTED OR IS NOT FUNCTIONING PROPERLY
SHORT ALARM RED YES SHUTDOWN OF PROGRAMMED DEVICES, AUDIO,
VISUAL & PRINTED COPY OF ALARM
AN INTERNAL SHORT HAS OCCURRED IN THE SENSOR
SETUP DATA WARNING YELLOW YES AUDIO, VISUAL & PRINTED COPY OF ALARM PROGRAMMING ERROR
PRESSURIZED LINE LEAK DETECTOR STATUS INDICATOR - PLLD SENSORS WITH SWIFT CHECK VALVE (VR-848480-003)
SHUTDOWN ALARM RED YES SHUTDOWN OF PROGRAMMED DEVICES, AUDIO, VISUAL &
PRINTED COPY OF ALARM
SYSTEM SHUT DOWN LINE BECAUSE OF FAILED LINE LEAK TEST, OR AN ALARM ASSIGNED TO
DISABLE THE LINE IS ACTIVE
GROSS LINE FAIL RED YES SHUTDOWN OF PROGRAMMED DEVICES.
AUDIO, VISUAL & PRINTED COPY OF ALARM
A.3GPH (11.3 LPH) LINE TEST FAILURE. DISPENSING HALTS WHILE A.LARM IS ACTIVE.
FUEL OUT RED YES SHUTDOWN OF PROGRAMMED DEVICES.
AUDIO, VISUAL & PRINTED COPY OF ALARM
TANK PRODUCT LEVEL BELOW 10-INCH ( 25.4 CM) LEVEL. CANNOT PUMP WHEN ACTIVE,
DELIVERY NEEDED
SETUP DATA WARNING YELLOW YES AUDIO, VISUAL & PRINTED COPY OF ALARM THE DEFAULT LINE LENGTH WAS NOT CHANGED TO REFLECT THE ACTUAL LINE LENGTH
OPEN ALARM RED YES SHUTDOWN OF PROGRAMMED DEVICES.
AUDIO, VISUAL & PRINTED COPY OF ALARM
PRESSURE SENSOR READING IS LESS THAN -8PSI (-51.2 KPA). ONLY TESTED WHILE PUMP IS
RUNNING
DISPLAYED MESSAGE ISD MONITORING
CATEGORY
INDICATOR LIGHT OPEN ALARM
ISD VAPOR LEAKAGE WARN CONTAINMENT YELLOW VAPOR LEAKAGE DETECTION TEST - WARNING
ISD VAPOR LEAKAGE FAIL*CONTAINMENT RED VAPOR LEAKAGE DETECTION TEST - 8TH CONSECUTIVE FAILURE
ISD GROSS PRESSURE WARN CONTAINMENT YELLOW GROSS OVER-PRESSURE TEST - WARNING
ISD GROSS PRESSURE FAIL*CONTAINMENT RED GROSS OVER-PRESSURE TEST - 8TH CONSECUTIVE FAILURE
ISD DEGRAD PRESSURE WARN CONTAINMENT YELLOW DEGRADATION OVER-PRESSURE TEST - WARNING
ISD DEGRAD PRESSURE FAIL*CONTAINMENT RED DEGRADATION OVER-PRESSURE TEST - 30TH CONSECUTIVE FAILURE
HM: GROSS COLLECT WARNING COLLECTION YELLOW 1-DAY GROSS A/L TEST - WARNING
HM: GROSS COLLECT FAIL*COLLECTION RED 1-DAY GROSS A/L TEST - 2ND CONSECUTIVE FAILURE
HM: DEGRAD COLLECT WARNING COLLECTION YELLOW 7-DAY DEGRADATION A/L TEST - WARNING
HM: DEGRAD COLLECT FAIL*COLLECTION RED 7-DAY DEGRADATION A/L TEST - CONSECUTIVE FAILURE
ISD SENSOR OUT PRESSURE WARN SELF-TEST YELLOW ISD SENSOR OUT (SELF-TEST) - WARNING
ISD SENSOR OUT PRESSURE FAIL*SELF-TEST RED ISD SENSOR OUT (SELF-TEST) - 8TH CONSECUTIVE FAILURE
ISD SETUP WARNING SELF-TEST YELLOW SYSTEM SETUP (SELF-TEST) - WARNING
ISD SETUP FAIL*SELF-TEST RED SYSTEM SETUP (SELF-TEST) - 8TH CONSECUTIVE FAILURE
DISPLAYED MESSAGE INDICATOR LIGHT SET CONDITIONS CLEAR CONDITIONS
MISSING REPLAY
SETUP
RED ONE OR MORE REQUIRED SHUT DOWN
ALARMS HAVE NOT BEEN ASSIGNED TO A
RELAY
SETUP REQUIRED SHUT DOWN ALARMS
MISSING TANK SETUP RED THERE ARE NO VAPOR RECOVERY (GASOLINE)
TANKS DEFINED OR A GASOLINE PUMP HAS
NOT BEEN ASSIGNED TO A CONTROL (SHUT
DOWN) DEVICE IN AT LEAST ONE TANK.
COMPLETED GASOLINE TANK SETUP
MISSING HOSE SETUP RED THERE ARE NO PRODUCT METERS ASSIGNED
TO A HOSE
ASSIGN AT LEAST 1 PRODUCT METER TO A
HOSE
HM: VAPOR FLOW METER SETUP RED INCOMING TRANSACTION FROM A HOSE WITH
AN UNAVAILABLE VAPOR FLOW METER
CONFIGURE VAPOR FLOW METER (SMART
SENSOR) AND ENABLE IT IN ISD
MISSING VAPOR PRESSURE SENSOR RED THERE IS NO VAPOR PRESSURE SENSOR SETUP
OR DETECTED
COMPLETE VAPOR PRESSURE SENSOR SETUP
MISSING VAPOR FLOW METER RED THERE IS NO VAPOR FLOW METER SETUP OR
DETECTED
COMPLETE VAPOR FLOW METER SETUP
HM: CHECK VAPOR FLOW METER RED FAILURE OF VOLUME MEASURE TEST.
POSSIBLE PROBLEM - VAPOR FLOW METER
VOLUME MEASURE TEST PASSES OR VAPOR
FLOW METER DECONFIGURED OR TEST
CLEARED
IMPORTANT: THIS IS A CONTROL DRAWING ONLY AND DOES
NOT REFLECT THE ACTUAL LOCATIONS OF
CONDUIT ENTRY (SEE NOTE 7 BELOW).
WARNING: IN INSTALLATION AND USE OF THIS PRODUCT,
COMPLY WITH THE NATIONAL ELECTRICAL CODE;
FEDERAL, STATE AND LOCAL CODES. IN ADDITION,
TURN OFF POWER AND TAKE OTHER NECESSARY
PRECAUTIONS DURING INSTALLATION, SERVICE AND
REPAIR TO PREVENT PERSONAL INJURY, PROPERTY
LOSS AND EQUIPMENT DAMAGE.
WARNING: DISCONNECT ALL POWER BEFORE MAKING ANY
CONNECTIONS TO PREVENT DEATH, SERIOUS INJURY,
EXPLOSION, OR ELECTRICAL SHOCK. MONITOR MUST
NEVER BE OPERATED UNLESS THE FRONT COVER IS
CLOSED OVER THE BARRIER TERMINALS IN THE
INTRINSICALLY SAFE AREA .
1. INTRINSICALLY SAFE WIRING
BONDED CONDUIT MEANS THAT THE METALLIC
SECTIONS OF CONDUIT ARE PERMANENTLY JOINED TO
FORM AN ELECTRICALLY CONDUCTIVE PATH THAT WILL
ASSURE ELECTRICAL CONTINUITY, AND THAT THE
CONDUIT HAS THE CAPACITY TO CONDUCT SAFELY,
ANY CURRENT LIKELY TO BE IMPOSED.
A) BONDED & NON-BONDED - THE WIRES BETWEEN
THE MONITOR AND EACH PROBE/SENSOR LOCATION
MUST BE #14, #16 OR #18 AWG STRANDED COPPER
WIRES WITHIN A SHIELDED CABLE. SHIELDED CABLE
UST BE RATED AT LESS THAN 100 PICOFARAD PER FOOT
AND MUST BE MANUFACTURED WITH A MATERIAL
SUITABLE FOR THE ENVIRONMENT, SUCH AS
CAROL(TM) C2534 OR BELDEN(TM) 88760 OR 8760.
2. CONNECT THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER
DISTRIBUTION PANEL WITH #12 AWG (OR LARGER) CONDUCTOR.
3. DENOTES FIELD WIRING CONNECTION USING WATERPROOF CONNECTORS
SUPPLIED WITH THE PROBE(S) AND SENSOR(S).
4. INTRINSICALLY SAFE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE
504-20 OF THE NEC, ANSI/NFPA 70.
5. TO MAINTAIN INTRINSIC SAFETY, PROBE/SENSOR WIRING MUST BE INSTALLED
WITH EITHER SEALED CONDUIT OR DIRECT BURIAL METHODS.
REFER TO "DIRECT BURIAL CABLE INSTALLATION", MANUAL NO. 576013-858.
6. ELECTRICAL RATING POWER INPUT 120 VAC, 50/60 HZ, 100 VA MAXIMUM.
7. THIS DOCUMENT IS NOT TO BE USED AS A SUBSTITUTE FOR SPECIFIC
EQUIPMENT INSTALLATION MANUALS. FOR INSTALLATION DETAILS USE THE
RESPECTIVE MANUAL:
TLS-350(R)576013-879
PLLD 576013-902
WPLLD 576013-923
REPORT
PRINTER
MULTIPORT CARD
OR
RS-232 CARD
SMART SENSOR
MODULE
DIM
CARD
SENSOR
MODULE
1/0 COMBO
MODULE
OUTPUT RELAY
MODULE
EVR/ISD SYSTEM
LL CONTROLLER
MODULE
PLLD
CONTROL
MODULE
NVMEM BOARD -
FLAS EEPROM & RAM
(REQUIRED)
SENSOR
MODULE
PROBE
MODULE
SYMBOL LEGEND
* ISD SETUP
TLS SETUP
*
**
**
CONNECT TO PUMP
CONTROL OF THE
SELF SERVE SYSTEM.
OR DISPENSER,
ON THE PRODUCT RELAY
OR PUMP CONTRACTOR
TO PUMP CONTROLS
(SEE NOTE 7.)
CIRCUIT BREAKER
PANEL
WATER WHITE
GREEN
BLACK
GROUND
REDFUEL
VAPOR
WHITE
BLACK
WATER
GROUND
RED
BLACK
WHITE
GROUND
B
A
WHITE
WHITE
WHITE
BLACK
BLACK
BLACK
(E)JUNCTION
BOX
NON - HAZARDOUS AREA HAZARDOUS AREA
WEATHERPROOF JUNCTION BOXES
1 PER PROBE OR SENSOR
(13) SUMP
SENSORS
(3) TANK
LEVEL
PROBES
(3) TANK
ANNULAR
(7) PIPING
VAC SENSORS
(1) ATMOSPHERIC
SENSOR
(1) ISD
PRESSURE
SENSOR
(13) RESERVOIR
SENSORS
(3) PLLDs
(6) ISD FLOW
METERS
MODEL #794380-208
(4 AT TANKS-
6 AT DISPENSERS)
MODEL #847390-111
MODEL #794390-303
MODEL #330020-471
MODEL #33250-001
(1 AT VAPOR POLISHER)
MODEL #331946-001
MODEL #794380-304
(4 AT TANKS-
6 AT DISPENSERS
1 AT VENT TRANSITION SUMP)
MODEL #848480-001
MODEL #332374
WPLLD CONNECTION
TO L1 & L2 (PUMP
POWER) FOR DATA
COLLECTION
WPPLD
TO PUMP CONTROLS
(SEE NOTE 7.)
AIR FLOW METER
VAPOR PRESSURE SENSOR
DISPENSER FUEL
METER DATA SUMP SENSORS
ISD REPORT ACCESS
RS-232
OVERFILL
ALARM
OR
STP CONTROL
PLLD's MAG PROBES SUMP SENSORS
NEW TLS-350 PANEL
ATMOSPHERIC SENSOR
HEALY TANK
2" VENTS TO VENT RISERS AND CANISTERS
DISPENSER VAPOR
RETURN LINE
TANK #1 TANK #2
MAG
PROBE
MAG
PROBE
STPSTP
TO TLS CONSOLE
TO TLS CONSOLE
TO TLS CONSOLE
TO TLS CONSOLE
91 U/L87 U/L
TO SMART SENOR
MODULE
TO SMART SENOR
MODULE
TO SMART SENOR
MODULE
TO SMART SENOR
MODULE
DISPENSER VAPOR
RETURN LINE
TO TANKS
VAPOR PRESSURE
SENSOR
(1 PER SITE)
AIR FLOW METER
(1 PER DISPENSER)
FROM HOSE
VAPOR LINE
BARRIER GROUND
CHASSIS GROUND
AC NEUTRAL
AC LINE RIGID
CONDUIT
VEEDER ROOT
TLS-350 PANEL
INSTALL NEW SOFTWARE
VERSION 1.05
1 2 3 41234
PROBE/THERMISTOR INTERFACE MODULE
PROBE THERMISTOR
1 2 3 4 5 6
1 2
1 2 3 4 5 6 7
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
1
1 1
1 1
2 2 3 3 4 4 5 5
2 2 3 3 4 4 5 5
2 3 4 5 6
CA B CA B CA B CA B CA B CA B
GF W GF W GF W GF W GF W
GV W GV W GV W GV W GV W
1 2 3 4
3 3 4 4
M UPR PO M UPR PO M UPR PO
M UPR PO M UPR PO M UPR PO
NC NO C NC NO C
I/D COMBINATION MODULE
PRESSURE LINE LEAK CONTROLLER MODULE
WPLLD CONTROLLER MODULE
WPLLD AC INTERFACE MODULE
PUMP SENSE MODULE SMART SENSOR / PRESS MODULE
INTERSTITIAL SENSOR INTERFACE MODULE
VAPOR SENSOR INTERFACE MODULE
GROUNDWATER SENSOR INTERFACE MODULE
TYPE A INTERFACE MODULE
TYPE B INTERFACE MODULE
PRESSURE LINE LEAK INTERFACE MODULE
NC NO C NC NO C
INPUT OUTPUT
OVERFILL ALARM - MODEL #790091-001
ACKNOWLEDGMENT SWITCH - MODEL #790095-001
(SHIELD DEVICE
CABLES)
RIGID
CONDUIT TERMINATION
POINTS FOR
SHIELDED CABLE
115 VAC
HOT
115 VAC
NEUTRAL
N L
1 2 3
RIGID
CONDUIT
RIGID
CONDUIT
INPUT RELAY
PRESSURE
XMIT
PROBE
THERMISTOR
SENSOR
SENSOR
GROUND
WATER
SENSOR
VAPOR
SENSOR
SENSOR
SMART
SENSOR
PUMP
1-2 3-4 5-6 7-8 9-10
SUMP
SENSOR
323
304
TANK #3
MAG
PROBE
STP
TO TLS CONSOLE
TO TLS CONSOLE
DIESEL
SUMP
SENSOR
323
304
SUMP
SENSOR
323304
SUMP
SENSOR
323304
SUMP
SENSOR
208
304
11-12
304
TO SMART SENOR
MODULE
TO SMART SENOR
MODULE
SUMP
SENSOR
208
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
ELECTRICAL DETAILS
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/2023
5669
F8
ALVARO CORONA
SHEET
F8
B
A
C
D
E
F
G
H
I
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
NOTE:
CONTRACTOR TO FURNISH AND INSTALL ALL COMPONENTS TO MAKE
ALL GROUNDING CONNECTIONS AS REQUIRED BY LOCAL AGENCIES.
13
26
7
8
5
4
SCALE:
SCALE:SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
NTSNTS
NTSNTS
NTS
NTS
3"=1'-0"
NTS
CONDUIT TRENCH DETAIL
STORAGE TANK GROUNDING DETAIL
TYPICAL CONDUIT STUN-UP DETAIL
CONDUIT STUN-UP DETAIL
DISPENSER GROUNDING DETAIL (IF REQUIRED)
DISPENSER CONDUIT DETAIL
ASPHALT TO ASPHALT PATCH BACK
NOTES:
1. THREADED PVC COATED RIGID METAL CONDUIT SHALL BE USED FOR THE LAST 2 FEET OF
UNDERGROUND RUN TO EMERGENCE PER N.E.C. 514.
2. UNDERGROUND PVC CONDUIT SHALL BE USED ONLY AS ALLOWED BY N.E.C. 514-8,
EXCEPTION NO. 2 AND APPLICABLE LOCAL CODES. VERIFY SUITABILITY WITH ALL
APPROPRIATE AGENCIES. PVC CONDUIT SHALL BE SCHEDULE 40 OVER OR HEAVIER WITH
ALL PORTIONS BURIED A MINIMUM 2 FEET BELOW GRADE.
NOTE:
CONTRACTOR TO FURNISH AND INSTALL ALL COMPONENTS TO MAKE
ALL GROUNDING CONNECTIONS AS REQUIRED BY LOCAL AGENCIES.
CONTRACTOR TO FIELD VERIFY PAVEMENT THICKNESS AND MATCH EXISTING
EXISTING PAVING NEW PAVING
NATIVE SOIL EXISTING 4" ROCK BASE OR
MATCH EXISTING
AC PAVING/CONC. WHERE
INDICATED. REPAIR
TRENCH TO MATCH EXIST.
+1" IN THICKNESS (5"MIN)
(E) GRADE (MATCH)
CONDUIT (TYP.)
CONDUIT SPACER
(TYP.)
2'-0"
12"
MIN.
COMPACTED SOIL - 95%
MAX. DENSITY
PAVING
8" THK. CRUSHED
ROCK @ AC
COMPACTED TO 95%
MAX. DENSITY
18" MIN.
FINISHED SURFACE
CONDUITS
(STUBBED-UP
18" A.F.F.)
CONDUIT SEAL-OFF AT
ALL BOUNDARIES OF
HAZARDOUS AREAS
UNDER DISPENSER CONTAIMENT
BRACKET (DO NOT PENETRATE
SUMP)
1" CONDUIT TO CONTROL PANEL
FOR POWER & DATA
3/4" CONDUIT TO SALES AREA
FOR INTERCOM
3/4" CONDUIT TO MONITOR
SYSTEM FOR BRINE
& LIQUID SENSOR
EXPLOSION SEAL OFF
APPLETON GR 75 OR EQUAL
EXPLOSION PROOF J-BOX
APPLETON GRSS75 OR EQUAL
24" MIN.
SEAL (TYP.)
PVC COATED RIGID CONDUIT
BUILDING WALL
DISPENSER
PVC CONDUIT
PVC TO METAL CONUIT
COUPLER (TYP.)
EXISTING GUTTER BOX
INTRINSICALLY SAFE
PVC COATED RIGID STEEL CONDUIT
DISPENSER SUMP PENETRATION BOOT
DISPENSER SUMP
PAINT BOLTS AND NUTS
BLACK TO BLEND WITH
FRAME
JUNCTION BOX STABILIZER
FROM FRAME OF DISPENSER
MOUNTING BRACKET
MOUNTING BOLT
CRIMPON LUGS
TO WIRE
EXP. JUNCTION BOX
WITH GROUND
#10 STANDARD WIRE
CONDUIT
CRIMPON LUGS
TO WIRE
DISPENSER LOWER BEZEL-AXCESS TO
METER AND SHEAR VALVE
LOWER BASE OF
DISPENSER FRAME
CONCRETE SLOPE
AT BOX
3/8" BOLT X 1 1/2"
3/8" NUTS-TYPICAL (3)
DISPENSER BOX
CONTRACTOR TO DRILL 7/16"
HOLE IN BASE FOR
MOUNTING GROUND
INSIDE DISPENSER
3/8" CRIMP ON
CONNECTOR
CONC. SLAB
12" MANHOLE
GROUND
ROD CLAMP
5/8" X 8'-0"
GROUND ROD
INTO NATIVE SOIL GROUND WIRE
TO GROUND ROD
NATIVE SOIL
CONDUIT
CLAMPS
RISER
SPACER
4" RISER
4"
6"
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
ELECTRICAL DETAILS
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/23/2023
5669
F9
ALVARO CORONA
SHEET
F9
B
A
C
D
E
F
G
H
I
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
TLS 350
GUTTER
BOX
UD
C
S
U
M
P
1
/
2
UD
C
S
U
M
P
3
/
4
UD
C
S
U
M
P
5
/
6
UD
C
S
U
M
P
7
/
8
VE
N
T
S
U
M
P
MINI HYDROSTATIC
SENSOR 36
3-WAY RELIEF
BALL VALVE (TYP.)
57
MINI HYDROSTATIC
SENSOR 36
MINI HYDROSTATIC
SENSOR 36
MINI HYDROSTATIC
SENSOR 36
MINI HYDROSTATIC
SENSOR 36
3-WAY RELIEF
BALL VALVE (TYP.)
57
91
DIESEL
VR
MINI HYDROSTATIC
SENSOR36
FILL SUMP
VAC
J-BOX WITH
CORD GRIP ENTRIES
MONITOR PANEL TURBINE SUMP
POWER
12K GALLON DIESEL TANK
3-WAY RELIEF
BALL VALVE (TYP.)
57
2 ZONE VACUUM
SENSOR WITH
MOUNTING KIT
74
VACUMM SOURCE FROM
TURBINES' SIPHON CHECK
VALVE PORT
TURBINE SIPHONE
CHECK VALVE
VAC
VACVAC
VAC
PR
O
D
.
L
I
N
E
D D
VE
N
T
D VENT
D
V
E
N
T
VR
VR
VR
91
91
91
87
87
87
QTY SENSOR / MAKE / MODEL LOCATION MODE
1 3 ZONE VACUUM SENSOR
VEEDER ROOT #330020-485 TANK #1 (87)
#1 - PRODUCT
#2 - VENT
#3 - VAPOR RETURN
1 2 ZONE VACUUM SENSOR
VEEDER ROOT #330020-480 TANK #2 (91)#1 - PRODUCT
#2 - VENT
1 2 ZONE VACUUM SENSOR
VEEDER ROOT #330020-480 TANK #3 (DIESEL)#1 - PRODUCT
#2 - VENT
NOTES
1.ALL VACUUM TUBING MUST BE VEEDER ROOT APPROVED VACUUM TUBING.
2.AN EXTERNAL SIPHON CHECK VALVE MUST BE USED WHEN MAKING A VACUUM SOURCE CONNECTION BETWEEN THE SCVS SYSTEM SENSORS
AND THE SIPHON PORT CARTRIDGE FOR ALL TURBINES.
3.DOUBLE WALL OF ALL PRODUCT, VENT, AND VAPOR RETURN PIPING TO BE VACUUM MONITORED.
4.DOUBLE WALL OF ALL TURBINE SUMP, FILL SUMP, UDC, AND VENT TRANSITION SUMP TO BE HYDROSTATIC MONITORED.
5.DOUBLE WALL OF ALL UST'S TO BE HYDROSTATIC MONITORED.
87
VAPOR RETURN
91
87
VR
91
87
3-WAY RELIEF
BALL VALVE (TYP.)
57
VAPOR RETURN
91
87
VR
91
87
3-WAY RELIEF
BALL VALVE (TYP.)
57
3-WAY RELIEF
BALL VALVE (TYP.)
VAPOR RETURN
91
87
VR
91
87
VAPOR RETURN
91
87
VR
91
87
MINI HYDROSTATIC
SENSOR36
FILL SUMP
VAC VAC
J-BOX WITH
CORD GRIP ENTRIES
MONITOR PANEL TURBINE SUMP
POWER
12K GALLON 87 TANK
3-WAY RELIEF
BALL VALVE (TYP.)
57
3 ZONE VACUUM
SENSOR WITH
MOUNTING KIT
16
VACUMM SOURCE FROM
TURBINES' SIPHON CHECK
VALVE PORT
TURBINE SIPHONE
CHECK VALVE
VACVACVAC
VACVAC
VAC
3" OVER 2" FRP FOR
VEEDER ROOT TUBING
VACUUM MONITORING
PR
O
D
.
L
I
N
E
87 87 87
VA
P
O
R
R
E
T
U
R
N
VE
N
T
VR
VENT
MINI HYDROSTATIC
SENSOR36
FILL SUMP
VAC
J-BOX WITH
CORD GRIP ENTRIES
MONITOR PANEL TURBINE SUMP
POWER
12K GALLON 91 TANK
VACUMM SOURCE FROM
TURBINES' SIPHON CHECK
VALVE PORT
TURBINE SIPHONE
CHECK VALVE
VAC
VACVAC
PR
O
D
.
L
I
N
E
91 91 91
VE
N
T
VENT
87
V
E
N
T
87
V
E
N
T
87
V
E
N
T
91
V
E
N
T
D
D
D
D
UD
C
S
U
M
P
9
/
1
0
MINI HYDROSTATIC
SENSOR 36
3-WAY RELIEF
BALL VALVE (TYP.)
57
VAPOR RETURN
91
87
VR
91
87
UD
C
S
U
M
P
1
1
/
1
2
MINI HYDROSTATIC
SENSOR 36
3-WAY RELIEF
BALL VALVE (TYP.)
57
VAPOR RETURN
91
87
VR
91
87
DIESEL
D
VR
91
87
VR
87
VR
91
87
VR
91
87
VR
91
87
VAC
3-WAY RELIEF
BALL VALVE (TYP.)
57
2 ZONE VACUUM
SENSOR WITH
MOUNTING KIT
74
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
ASSEMBLYPUMP-MOTORPETROLEUM
CM FARLAND, WI
MINI-HYDO SENSOR
SUMP SENSOR AT
LOWEST POINT
4" BLACK IRON RISER
EXISTING STEEL STRIKER
PLATES TYP.
SWIVEL FILL ADAPTOR
EXPLOSION PROOF
J-BOX W/SEAL-OFF
(TYP.)
DOUBLE WALL
FIBERGLASS SUMP
FILL CAP
NEW 42" MULTIPORT
COVER W/ (2) 5 GALLON
BUCKETS
WATER TIGHT SHROUD
ASSEMBLY
SWIVEL STAGE
I VAPOR
ADAPTOR
EXTRACTOR TEE W/
PLUG
6"
45
°
TO VEEDER-ROOT
PANEL
STAGE I
VAPOR CAP
OVERFILL PROTECTION DROP
TUBE SET AT 95% (TYP.)
RISER
SUPPORT
BRACKET
24
38
17
45
36
19
SUMP SENSOR AT
LOWEST POINT
DOUBLE WALL
FIBERGLASS SUMP
TO VEEDER-ROOT PANEL
CONDUIT PENETRATION
24
38
4
3" OVER 2" FRP TO
TURBINE SUMP4241
3" OVER 2" FRP
VENT PIPE4241
4" OVER 3" FRP
VAPOR RETURN 42 41
5"
2" SS BALL VALVE
PLLD
TURBINE
MANHOLE COVER
ATG
CONDUIT PENETRATION
TO VEEDER-ROOT PANEL
EXPLOSION PROOF J-BOX
W/SEAL-OFF
DOUBLE WALL FIBERGLASS
SUMP
SET AUDIBLE &
VISUAL ALARM @
90% CAPACITY
2" FLEX
CONNECTOR
NOV FIBERGLASS
SYSTEMS FRP PIPE
PENETRATION
3" OVER 2" FRP
TO FILL SUMP
3" OVER 2" FRP
PRODUCT LINE
VAC SENSORS
CONDUIT PENETRATION
12"x24"x11GA STEEL
STRIKER PLATES TYP.
UNDER ALL OPENINGS W/
MANWAYS ON FIBERGLASS
TANK (BY TANK MANF.)
TRAPPER SCREEN
SUMP SENSOR AT
LOWEST POINT
DOUBLE WALL FIBERGLASS
SUMP
EXTRACTOR TEE
CONDUIT PENETRATION
TO VEEDER-ROOT PANEL
NOV FIBERGLASS
SYSTEMS FRP PIPE
PENETRATION EXPLOSION PROOF J-BOX
W/SEAL-OFF
TURBINE
PLLD
CONDUIT PENETRATION
3" OVER 2" FRP
TO FILL SUMP
VAC SENSORS
3-WAY BALL VALVE (TYP.)
3" OVER 2" FRP
PRODUCT LINE
NOV FIBERGLASS SYSTEMS
FRP PIPE PENETRATION
2" FLEX CONNECTOR
3"X3" FOAM SPACER
PER MANUFACTURER'S
SPECIFICATIONS
SUMP SENSOR AT
LOWEST POINT
EXTRACTOR TEE
BALL BLOAT SET @ 95%
OF TANK CAPACITY
38
38
26
26
4
4
4
4
4241
4241
4241
25
25
11
11
17
17
45
45
1
1
23
57
10
MINI-HYDO SENSOR
SUMP SENSOR AT
LOWEST POINT
4" BLACK IRON RISER
EXISTING STEEL STRIKER
PLATES TYP.
SWIVEL FILL ADAPTOR
EXPLOSION PROOF
J-BOX W/SEAL-OFF
(TYP.)
DOUBLE WALL
FIBERGLASS SUMP
FILL CAP
NEW 42" MULTIPORT
COVER W/ (2) 5 GALLON
BUCKETS
WATER TIGHT SHROUD
ASSEMBLY
SWIVEL STAGE
I VAPOR
ADAPTOR
EXTRACTOR TEE W/
PLUG
6"
45
°
TO VEEDER-ROOT
PANEL
STAGE I
VAPOR CAP
OVERFILL PROTECTION DROP
TUBE SET AT 95% (TYP.)
RISER
SUPPORT
BRACKET
24
38
17
45
36
19
SUMP SENSOR AT
LOWEST POINT
DOUBLE WALL
FIBERGLASS SUMP
TO VEEDER-ROOT PANEL
CONDUIT PENETRATION
24
38
4
3" OVER 2" FRP TO
TURBINE SUMP4241
3" OVER 2" FRP
VENT PIPE4241
4" OVER 3" FRP
VAPOR RETURN 42 41
5"
2" SS BALL VALVE
PLLD
TURBINE
MANHOLE COVER
ATG
CONDUIT PENETRATION
TO VEEDER-ROOT PANEL
EXPLOSION PROOF J-BOX
W/SEAL-OFF
DOUBLE WALL FIBERGLASS
SUMP
SET AUDIBLE &
VISUAL ALARM @
90% CAPACITY
2" FLEX
CONNECTOR
NOV FIBERGLASS
SYSTEMS FRP PIPE
PENETRATION
3" OVER 2" FRP
TO FILL SUMP
3" OVER 2" FRP
PRODUCT LINE
VAC SENSORS
CONDUIT PENETRATION
12"x24"x11GA STEEL
STRIKER PLATES TYP.
UNDER ALL OPENINGS W/
MANWAYS ON FIBERGLASS
TANK (BY TANK MANF.)
TRAPPER SCREEN
SUMP SENSOR AT
LOWEST POINT
DOUBLE WALL FIBERGLASS
SUMP
EXTRACTOR TEE
CONDUIT PENETRATION
TO VEEDER-ROOT PANEL
NOV FIBERGLASS
SYSTEMS FRP PIPE
PENETRATION EXPLOSION PROOF J-BOX
W/SEAL-OFF
TURBINE
PLLD
CONDUIT PENETRATION
3" OVER 2" FRP
TO FILL SUMP
VAC SENSORS
3-WAY BALL VALVE (TYP.)
3" OVER 2" FRP
PRODUCT LINE
NOV FIBERGLASS SYSTEMS
FRP PIPE PENETRATION
2" FLEX CONNECTOR
3"X3" FOAM SPACER
PER MANUFACTURER'S
SPECIFICATIONS
SUMP SENSOR AT
LOWEST POINT
EXTRACTOR TEE
BALL BLOAT SET @ 95%
OF TANK CAPACITY
38
38
26
26
4
4
4
4
4241
4241
4241
25
25
11
11
17
17
45
45
1
1
23
57
10
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
UST & SUMP DETAILS
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/23
5669
F3-1
ALVARO CORONA
SHEET
F3-1
B
A
C
D
E
F
G
H
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
SECTION THROUGH TANK AND EXCAVATION
SCALE: 1/4" = 1' - 0"
TURBINE FILL
ANNULAR MONITOR
DETAIL C - THIS SHEET
8"
4'
-
0
"
8'
-
0
"
DE
P
T
H
T
O
G
R
O
U
N
D
W
A
T
E
R
+
-
2
4
'
B
F
G
SO
U
R
C
E
:
A
N
T
E
A
G
R
O
U
P
(
8
0
0
-
4
7
7
-
7
4
1
1
)
A
13
TANK SHALL BE INSTALLED BY XERXES TANK CERTIFIED CONTRACTOR.
LEAK MONTORING SYSTEM SHALL BE INSTALLED BY VEEDER ROOT CERTIFIED CONTRACTOR.
PIPING SYSTEM TO BE INSTALLED A.O. SMITH CERTIFIED CONTRACTOR.
UNDER DISPENSER CONTAINMENT SUMPS SHALL BE INSTALLED BY BRAVO CERTIFIED CONTRACTOR.
TESTING AND CERTIFICATION SHALL BE DONE BY AN I.C.C. CERTIFIED TECHNICIAN.
37'-2"
UNDERGROUND STORAGE TANK - XERXES
2'-0"
(MIN.)
8'-0"
(TYP.)
2'-0"
(MIN.)
8"
4'
-
0
"
8'
-
0
"
4'
-
0
"
4'-0"
DE
P
T
H
T
O
G
R
O
U
N
D
W
A
T
E
R
+
-
2
4
'
B
F
G
SO
U
R
C
E
:
A
N
T
E
A
G
R
O
U
P
(
8
0
0
-
4
7
7
-
7
4
1
1
)
13 13
STEEL MANWAY
(TYP.)
DETAIL AT 87 TANK TURBINE SUMP
SCALE: 1/2" = 1' - 0"
DETAIL AT 87 TANK FILL SUMP
SCALE: 1/2" = 1' - 0"
DETAIL AT 91 TANK TURBINE SUMP
SCALE: 1/2" = 1' - 0"
DETAIL AT 91 TANK FILL SUMP
SCALE: 1/2" = 1' - 0"
DIESEL
12K
87
12K
91
12K
PLEASE SEE
XERXES TANK DRAWING
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
ASSEMBLYPUMP-MOTORPETROLEUM
CM FARLAND, WI
6"
SUMP SENSOR AT
LOWEST POINT
4" BLACK IRON RISER
45
°
STEEL STRIKER
PLATES TYP.
SWIVEL FILL ADAPTOR
EXPLOSION PROOF
J-BOX W/SEAL-OFF
(TYP.)
CONDUIT PENETRATION
DOUBLE WALL
FIBERGLASS SUMP
FILL CAPMULTIPORT COVER
W/ (1) 5 GALLON BUCKET
WATER TIGHT SHROUD
ASSEMBLY
RUBBER CAP
RISER ADAPTOR
TO VEEDER-ROOT
PANEL
OVERFILL PROTECTION DROP
TUBE SET AT 95% (TYP.)
SUMP SENSOR AT
LOWEST POINT
DOUBLE WALL
FIBERGLASS SUMP
4" PLUG
24
38
24
38
45
19
TO VEEDER-ROOT PANEL
CONDUIT PENETRATION4
3" OVER 2" FRP TO
TURBINE SUMP4241
3" OVER 2" FRP
VENT PIPE4241
MINI-HYDO SENSOR 36
5"
2" SS BALL VALVE
PLLD
TURBINE
MANHOLE COVER
MINI-HYDO SENSOR
ATG
CONDUIT PENETRATION
TO VEEDER-ROOT PANEL
EXPLOSION PROOF J-BOX
W/SEAL-OFF
DOUBLE WALL FIBERGLASS
SUMP
SET AUDIBLE &
VISUAL ALARM @
90% CAPACITY
2" FLEX
CONNECTOR
NOV FIBERGLASS
SYSTEMS FRP PIPE
PENETRATION
3" OVER 2" FRP
TO FILL SUMP
3" OVER 2" FRP
PRODUCT LINE
VAC SENSORS
CONDUIT PENETRATION
12"x24"x11GA STEEL
STRIKER PLATES TYP.
UNDER ALL OPENINGS W/
MANWAYS ON FIBERGLASS
TANK (BY TANK MANF.)
TRAPPER SCREEN
SUMP SENSOR AT
LOWEST POINT
DOUBLE WALL FIBERGLASS
SUMP
EXTRACTOR TEE
CONDUIT PENETRATION
TO VEEDER-ROOT PANEL
EXPLOSION PROOF J-BOX
W/SEAL-OFF
TURBINE
PLLD
CONDUIT PENETRATION
VAC SENSORS
3-WAY BALL VALVE (TYP.)
3" OVER 2" FRP
PRODUCT LINE
NOV FIBERGLASS SYSTEMS
FRP PIPE PENETRATION
2" FLEX CONNECTOR
3"X3" FOAM SPACER
PER MANUFACTURER'S
SPECIFICATIONS
SUMP SENSOR AT
LOWEST POINT
EXTRACTOR TEE
BALL BLOAT SET @ 95%
OF TANK CAPACITY
38
38
26
26
4
4
4
4
4241
4241
25
25
11
11
17
17
45
45
1
1
36
23
57
10
3" OVER 2" FRP
TO FILL SUMP4241
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
UST & SUMP DETAILS
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/23
5669
F3-2
ALVARO CORONA
SHEET
F3-2
B
A
C
D
E
F
G
H
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
SECTION THROUGH TANK AND EXCAVATION
SCALE: 1/4" = 1' - 0"
TURBINE FILL
ANNULAR MONITOR
DETAIL C - THIS SHEET
8"
4'
-
0
"
8'
-
0
"
DE
P
T
H
T
O
G
R
O
U
N
D
W
A
T
E
R
+
-
2
4
'
B
F
G
SO
U
R
C
E
:
A
N
T
E
A
G
R
O
U
P
(
8
0
0
-
4
7
7
-
7
4
1
1
)
A
13
TANK SHALL BE INSTALLED BY XERXES TANK CERTIFIED CONTRACTOR.
LEAK MONTORING SYSTEM SHALL BE INSTALLED BY VEEDER ROOT CERTIFIED CONTRACTOR.
PIPING SYSTEM TO BE INSTALLED A.O. SMITH CERTIFIED CONTRACTOR.
UNDER DISPENSER CONTAINMENT SUMPS SHALL BE INSTALLED BY BRAVO CERTIFIED CONTRACTOR.
TESTING AND CERTIFICATION SHALL BE DONE BY AN I.C.C. CERTIFIED TECHNICIAN.
37'-2"
UNDERGROUND STORAGE TANK - XERXES
2'-0"
(MIN.)
8'-0"
(TYP.)
2'-0"
(MIN.)
8"
4'
-
0
"
10
'
-
4
"
4'
-
0
"
4'-0"
DE
P
T
H
T
O
G
R
O
U
N
D
W
A
T
E
R
+
-
2
4
'
B
F
G
SO
U
R
C
E
:
A
N
T
E
A
G
R
O
U
P
(
8
0
0
-
4
7
7
-
7
4
1
1
)
13 13
STEEL MANWAY
(TYP.)
DETAIL AT DIESEL TANK TURBINE SUMP
SCALE: 1/2" = 1' - 0"
DETAIL AT DIESEL TANK FILL SUMP
SCALE: 1/2" = 1' - 0"
DIESEL
12K
87
12K
91
12K
PLEASE SEE
XERXES TANK DRAWING
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
DETAILS & LIST OF EQUIPMENT
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/2023
5669
F4-1
ALVARO CORONA
SHEET
F4-1
B
A
C
D
E
F
G
H
I
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
EQUIPMENT LEGEND
NO EQUIPMENT DESCRIPTION MANUFACTURER QTY PART NUMBER
1 2" SS FLEX CONNECTOR FLEXING 14 FF20X18M346XF
2 DBL. WALL VENT TRANSITION SUMP BRAVO (AB2481) - DBL. WALL 1 B-600-F4S-BD-AB
3 SUMP ENTRY /TERMINATION FITTING A.O. SMITH 30 3" = 012030-626-0
4 CONDUIT PENETRATION FITTING BRAVO 0 F-17-RR-D
5 DBL. WALL UNDER DISPENSER SUMP BRAVO (AB2481) - DBL. WALL 5 B9000 F2L-BD-AB-EO-FRM
6 GEO-TEXTILE FILTER FABRIC TYPAR 1 3401
7 CONCENTRIC REDUCER A.O. SMITH 0 3" X 2" = 012030-238-3
8 BRASS GROUNDING ROD & CLAMPS BRAVO 4 F-17-GR
9 RESERVOIR WITH MINI SENSOR VEEDER ROOT 14 VEEDER ROOT
10 42" TURBINE MANWAY FIBERLITE 4 FL42F
11 1.5 HP SUBMERSIBLE TURBINE F.E. PERTO 4 STPRAG150VL2-24 W/CONTROLLER
12 18" MANWAY OPW 4 6110-128WT
13 DBL. WALL FRP UNDERGROUND TANK XERXES 4 (3) 15K, (1) 10K GAL.
14 5 GALLON FILL BUCKET OPW 4 1C-2100-DEVR WITH DRAIN
15 5 GALLON VAPOR BUCKET OPW 3 1C-2100-PERV
16
17 EXTRACTOR TEE ASSEMBLY OPW 4 233VM-4432
18 PRESSURE VACUUM VALVE HUSKY 1 4895
19 OVERFILL FLAPPER VALVE OPW 4 61SOM-412C-EVR
20 JACK SCREW ASSEMBLY OPW 4 61JSK-44CB-EVR
21 FUEL FILL SWIVEL ADAPTER OPW 4 61 SALP-1020EVR
22 FILL ADAPTER CAP OPW 4 634 TT -7085EVR
23 2" BALL VALVE JOMAR 4 100-708
24 42" DBL. WALL FRP SUMP W/O COVER XERXES 4 42X48 8 SIDES BRINE FILLED
25 48" DBL. WALL FRP SUMP W/COVER XERXES 4 48X48 8 SIDES BRINE FILLED
26 VACUUM SENSOR ASSEMBLY VEEDER ROOT 1 4 SENSOR KIT - MODEL #330020-471
27 DUAL POINT HYDROSTATIC SENSOR VEEDER ROOT 4 794380-303
28 2" FLOAT MAG PROBE INSTALL KIT VEEDER ROOT 4 846400-100
29 PROBE CAP AND RING KIT VEEDER ROOT 4 312020-952
30 VACUUM TUBE VEEDER ROOT 1 332310-003
31 CLEAN AIR SEPARATOR FRANKLIN FUELING SYSTEM 1 9931 (EXISTING)
32 DISPENSER (GASOLINE ONLY)GILBARCO ENCORE 700 4 ENC700SNN1 (3+1)
33 GASOLINE COAXIAL WHIP HOSE VST 8 VSTA-EVR
34 GASOLINE BREAKAWAY OPW 8 66CLP
35 8'9" GASOLINE HOSE VST 8 VDV-EVR
36 MINI HYDROSTATIC SENSOR VEEDER ROOT 14 VR794380-304 RESERVOIRS BY TANK AND
SUMP MANUFACTURER
37 GASOLINE MAG UEVEL PROBE VEEDER ROOT 4 VR846390-111
38 SUMP SENSOR VEEDER ROOT 1 VR794380-208
39 42" MULTIPORT MANWAY OPW 4 6571EVRB-164042RT052
40 GASOLINE NOZZLE VST 8 VST-EVR-NB
41 2" FRP PRIMARY PIPE A.O. SMITH RED THREAD IIA 300 011020-069-1
42 3" FRP SECONDARY PIPE A.O. SMITH RED THREAD IIA 600 011030-069-4
43 3" FRP PRIMARY PIPE A.O. SMITH RED THREAD IIA 300 011030-069-3
44 4" FRP SECONDARY PIPE A.O. SMITH RED THREAD IIA 400 011040-077-6
45 EXPLOSION PROOF J-BDX APPLETON 14 GRSS75
46 CONDUIT SEAL APPLETON 20 EYS75
47 4" NPT FITTING TANK MANUFACTURER
48 PRESSURIZED LINE LEAK DETECTOR VEEDER ROOT 4 848480-001
49 ISD VAPOR FLOW METER VEEDER ROOT 4 332374
50
51 ISD SOFTWARE UPGRADE VEEDER ROOT 1 VERSION 1.05
52 VAPOR SWIVEL ADAPTER OPW 3 61VSA-1020-EVR
53 VAPOR TOP SEAL CAP OPW 6 1711T-7085-EVR
54 FACE SEAL ADAPTER OPW 6 FSA-400-S
55 ATMOSPHERIC SMART SENSOR VEEDER ROOT 1 332250-001
56 SUMP SENSOR VEEDER ROOT 14 794380-323
57 1/4" STAINLESS STEEL BALL VALVE JOMAR 1 500-099
58 3" STAINLESS STEEL FLEX CONNECTOR FLEXING 3 FF30X18F346
59 2" STAINLESS STEEL FLEX CONNECTOR FLEXING 17 FF32X18MS90
60 4X3 FRP CONCENTRIC REDUCER A.O. SMITH RED THREAD IIA 4 012040-238-3 (FOR 3” OVER 2" PIPE)
61 5X 4 FRP CONCENTRIC REDUCER A.O. SMITH RED THREAD IIA 012050-238-3 (FOR 4” OVER 3" PIPE)
62 4” PENETRATION A.O. SMITH RED THREAD IIA 2 012040-626-0
63 OVERFILL ALARM VEEDER ROOT 1 790091-001
64 ACKNOWLEDGEMENT SWITCH VEEDER ROOT 1 790095-001
65 TLS-350 MONITORING PANEL VEEDER ROOT 1 848290-022
66 SS FLEX CONNECTOR FLEXING 18 FF20X12HXMS90
67 PRODUCT SHEAR VALVE OPW 13 10P-0152
68 VAPOR SHEAR VALVE OPW 4 60VP-1001
69 PENETRATION FITTING SMITH 32 012030-626-0
70 DRAIN KIT OPW 4 1DK-2100
71 TANK BOTTOM PROTECTOR OPW 4 6111-1400
72 DROP TUBE OPW 4 61-T
73 SS FLEX CONNECTOR FLEXING 18 FF20X 12HMXMS90
NEW RED THREAD IIA PIPE LEGEND
ITEM DESCRIPTION MODEL #
A 2" FIBERGLASS PIPE 01102-069-2
B 3” FIBERGLASS PIPE 01103-069-2
C 4" FIBERGLASS PIPE 01104-069-2
D 4X3 CONCENTRIC REDUCER (2 PIECE)012040-283-3
E 3X2 PRIMARY FIBERGLASS REDUCER 012030-231-4
F 2" 45 DEGREE FIBERGLASS PRIMARY ELBOW 01202-310-4
G 3" PRIMARY ELBOW 012040-310-3
H 3” SECONDARY FIBERGLASS TEE (2 PIECE)01203-410-3
I 3" 45 DEGREE SECONDARY FIBERGLASS ELBOW 01203-310-3
J 4” SECONDARY FIBERGLASS TEE (2 PIECE) 0 12060-410-3
K 3" PRIMARY FIBERGLASS TEE 012030-410-4
L 4” SECONDARY ELBOW 012040-310-3
M 4" SECONDARY ELBOW 012040-310-3
(N) COAXIAL HOSE
(N) BREAKAWAY
(N) DISPENSER
(N) COAXIAL HOSE
(N) VST EVR NOZZLE
NOTE: UDC INTERSTITIAL AND SENSOR RESERVOIR SHALL
BE FILLED WITH BRAVO #IMI-1GAL MONITORING FLUID
(PROPLYNE GLYCOL)
(N) BRAVO RESERVOIR & SENSOR
(N) 5/8" COPPER PIPE TO BALL VALVE
AND DISPENSER VAPOR PIPING
(N) VEEDER ROOT ISD PRESSURE SENSOR
(N) VEEDER ROOT ISD
FLOW METER
(N) VAPOR SHEAR VALVE
(N) VAPOR PIPE PENETRATION
(N) BRAVO FIBERGLASS UNDER
DISPENSER CONTAINMENT BOX
(N) 3 WAY BALL VALVE
(N) 1/4" TUBING
NOTE: INSTALL VEEDER ROOT BALANCE ENHANCED PHASE II VAPOR RECOVERY EQUIPMENT PER EXECUTIVE ODER VR-204-Q.
91
U
L
(N) SUMP SENSOR
(N) SS FLEX
(TYP.)
VA
P
O
R
(N) PRODUCT OF PIPE PENETRATION
(TYP. OF 2)
87
U
L
5
69
40
35
32
34
33
50
49
68
9
56
69
66
22 3/4
4 1/8
6 3/8
2
MI
N
I
M
U
M
C
O
N
C
R
E
T
E
8
"
31
3
/
4
20
MI
N
I
M
U
M
C
O
N
C
R
E
T
E
2
4
"
OP
T
I
O
N
A
L
EO
-
E
B
S
GRADE
CONCRETE PLAN
PER PRODUCT INSTRUCTION,
RAISE TOP OF COVER 2" ABOVE
GRADE, AND SLOPE 1" DOWN AND
12" AWAY FROM THE TOP EDGE OF
MIDFRAME, 360 AROUND
BRAVO-CERTIFICATION
REQUIRED
National Test covers this
product at sbravo.com/cert
3
1
/
2
23
4
38 1/2
33 1/2
251
2
C/
L
E
A
B
G
H
8
C/
L
E
F
OP
T
I
O
N
A
L
EO
-
E
B
S
FRONT VIEW
FRONT VIEW
TOP VIEW
RIGHT SIDE VIEW
E
D
VFA-2' ON 3' HALF NIPPLE (TYP. OF 2)
BILL OF MATERIALS
NO.QYT.PART DESCRIPTION
A 1 FRP BOX 20Wx25-1/2Lx24-1/2D
B 1 B500 MIDFRAME SMALL
C 1 B500 LID SMALL
D 2 VFA-2' ON 3' HALF NIPPLE
E 1 OPTIONAL EO-EBS
F 1 GAUGE ASSEMBLY (BOX)
G 1 TUBING ASSEMBLY
H 1 MANOMETER ASSEMBLY
J 1 ATMOSPHERIC MANOMETER ASSEMBLY
K 2 INTERSTITIAL FLUID (1 GAL.)
(N) FLEX CONNECTOR
(N) TRANSITION SUMP
(N) SENSOR SLEEVE
(N) SUMP SENSOR
PENETRATION
(TYP. OF 2)
JOINT(N) CONCRETE
(N) VENT RACK
(N) 2" STEEL RISER
(N) VENT MANIFOLD
(N) P/V VALVE
46
36
59
2 69
45
18
NOTE: SUMP INTERSTITIAL AND SENSOR RESERVOIR SHALL
BE FILLED WITH BRAVO #IMI-1GAL MONITORING FLUID
(PROPLYNE GLYCOL)
PLAN AT NEW VENT TRANSITION SUMP
SCALE: 1" = 1' - 0"E
GILBARCO SINGLE DISPENSER DETAIL [GASOLINE ONLY]
SCALE: 3/4" = 1' - 0"G
VENT TRANSITION SUMP
NTSH
NEW BRAVO FIBERGLASS UDC WITH GILBARCO ENCORE 700 S MODEL
PIPE AND UDC AT DISPENSERS 1-10
SCALE: 1" = 1'-0'F
4"
/
3
"
V
A
P
O
R
R
E
T
U
R
N
3"
/
2
"
9
1
U
L
SS FLEX CONNECTOR
BELOW SHEAR VALVE
(TYP.)
VAPOR SHEAR VALVE
FUEL DISPENSER
H M
F I
B A
B
A
B
C
ED
GL
KJ
A
91 UL
VAPOR
66
38
36
5 BRAVO UDC
NOTE: UDC INTERSTITIAL AND SENSOR RESERVOIR SHALL
BE FILLED WITH BRAVO #IMI-1GAL MONITORING FLUID
(PROPLYNE GLYCOL)
G
F4
69
69
12
'
-
0
"
EXISTING HEALY TANK
SEE PG F3
B
3"
/
2
"
8
7
U
L
87 UL
B
A
DIESEL
56
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
DETAILS & LIST OF EQUIPMENT
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
7/19/2023
5669
F4-2
ALVARO CORONA
SHEET
F4-2
B
A
C
D
E
F
G
H
I
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
EQUIPMENT LEGEND
NO EQUIPMENT DESCRIPTION MANUFACTURER QTY PART NUMBER
FILL & STAGE I EQUIPMENT
74 I.D. MARKER (E85)OPW 1 1 TAG-CE85 W/ 1 TAG-BE85
75 I.D. MARKER (E85 VAPOR)OPW 1 1 TAG-7000 W/ 1 TAG-7010
76 4" FILL CAP OPW 4 634TT-7085-EVR
77 4" SWIVEL FILL ADAPTER OPW 4 61SALP-MA
78 4" VAPOR CAP OPW 3 7085-EVR
79 4" SWIVEL VAPOR ADAPTER OPW 3 1711T-61VSA-MA
80 4" FACE SEAL ADAPTERS OPW 7 EXISTING
81 OVERFILL PREVENTION OPW 4 71SOM-412C
82 RISER SUPPORT BRACKET OPW 4 6511-RB16
DISPENSER & ASSOCIATED EQUIPMENT
83
FLEXIBLE FUEL DISPENSER 3+1 W/O VAPOR VAC, W/
JUNCTION BOX OPTION, W/ CARD READER OPTIONS
(BALANCE READY).
GILBARCO ENCORE 700S MODEL: APRO-700S-NL1-2
84
85
86
87
88
89 1-1/2" SHEAR VALVE, DBL POPPET OPW 4 10P-0152E85
TURBINE, FLEX CONNECTORS & VALVES
90 2HP SUBMERGED TURBINE PUMP W/RISER FE PETRO 1 ISTM-2R W/ #403522924 RISER
91 TURBINE CONTROLLER FE PETRO 1 STP-DHI
92 2" STAINLESS STEEL BALL VALVE JOMAR 1 100-968
93 FLEX CONNECTOR - 2" X 24" - M X M (@TURB.)FIREFLEX 1 FF20X24HMXM346
MONITORING EQUIPMENT
94 POSITION SENSITIVE SUMP SENSOR VEEDER ROOT 13 794380-323
95 TANK LEVEL PROBE - E85 VEEDER ROOT 1 846391-608
96 MECHANICAL LINE LEAK DETECTOR FRANKLIN FUELING SYSTEM 1 403169901 STP-MLD+AG (E85)
97 4" FLOAT KIT - E85 (WITH 10' CABLE)VEEDER ROOT 1 846400-014
DISPENSER & ASSOCIATED EQUIPMENT
98 3/4" MALE X 12" GREEN HARDWALL WHIP HOSE MALE
X MALE SWIVEL ENDS 2 GYG 3/4 X 1 MXMS WHIP
99 3/4" MALE X 8'-6" GREEN HARDWALL HOSE MALE X
MALE SWIVEL ENDS 2 GYG 3/4 X 1 MXMS WHIP
100 3/4" MALE X 3/4" FEMALE MULTI-PLANE SWIVEL HUSKY 2 350
101 3/4" FEMALE X 3/4" FEMALE SAFE T BREAK
RECONNECTABLE BREAKAWAY HUSKY 2 3360
102 GREEN LEADED/DIESEL NOZZLE WITH HOLD OPEN
CLIP OPW 2 11B-0100
NOTE: INSTALL VEEDER ROOT BALANCE ENHANCED PHASE II VAPOR RECOVERY EQUIPMENT PER EXECUTIVE ODER VR-204-Q.
GILBARCO DISPENSER DETAIL [GASOLINE AND DIESEL]
SCALE: 3/4" = 1' - 0"G NEW BRAVO FIBERGLASS UDC WITH GILBARCO ENCORE 700 S MODEL
(N) COAXIAL HOSE
(N) BREAKAWAY
(N) DISPENSER
(N) COAXIAL HOSE
(N) VST EVR NOZZLE
NOTE: UDC INTERSTITIAL AND SENSOR RESERVOIR SHALL
BE FILLED WITH BRAVO #IMI-1GAL MONITORING FLUID
(PROPLYNE GLYCOL)
(N) BRAVO RESERVOIR & SENSOR
(N) 5/8" COPPER PIPE TO BALL VALVE
AND DISPENSER VAPOR PIPING
(N) VEEDER ROOT ISD
FLOW METER
(N) VAPOR SHEAR VALVE
(N) VAPOR PIPE PENETRATION
(N) BRAVO FIBERGLASS UNDER
DISPENSER CONTAINMENT BOX
(N) 1/4" TUBING
91
U
L
(N) SUMP SENSOR
(N) SS FLEX
(TYP.)
VA
P
O
R
(N) PRODUCT OF PIPE PENETRATION
(TYP. OF 2)
87
U
L
5
69
40
35
32
34
33
49
68
9
56
69
66
DI
E
S
E
L
NEW RED THREAD IIA PIPE LEGEND
ITEM DESCRIPTION MODEL #
A 2" FIBERGLASS PIPE 01102-069-2
B 3” FIBERGLASS PIPE 01103-069-2
C 4" FIBERGLASS PIPE 01104-069-2
D 4X3 CONCENTRIC REDUCER (2 PIECE)012040-283-3
E 3X2 PRIMARY FIBERGLASS REDUCER 012030-231-4
F 2" 45 DEGREE FIBERGLASS PRIMARY ELBOW 01202-310-4
G 3" PRIMARY ELBOW 012040-310-3
H 3” SECONDARY FIBERGLASS TEE (2 PIECE)01203-410-3
I 3" 45 DEGREE SECONDARY FIBERGLASS ELBOW 01203-310-3
J 4” SECONDARY FIBERGLASS TEE (2 PIECE) 0 12060-410-3
K 3" PRIMARY FIBERGLASS TEE 012030-410-4
L 4” SECONDARY ELBOW 012040-310-3
M 4" SECONDARY ELBOW 012040-310-3
PIPE AND UDC AT DISPENSERS 11-12
SCALE: 1" = 1'-0'F
4"
/
3
"
V
A
P
O
R
R
E
T
U
R
N
3"
/
2
"
D
I
E
S
E
L
3"
/
2
"
9
1
U
L
SS FLEX CONNECTOR
BELOW SHEAR VALVE
(TYP.)
VAPOR SHEAR VALVE
FUEL DISPENSER
H M
F I
B A
B
A
A
BB
C
ED
GL
KJ
A
A
91 UL
DIESEL
VAPOR
38
36
5 BRAVO UDC
NOTE: UDC INTERSTITIAL AND SENSOR RESERVOIR SHALL
BE FILLED WITH BRAVO #IMI-1GAL MONITORING FLUID
(PROPLYNE GLYCOL)
G
F4
69
69
69
B
B
3"
/
2
"
8
7
U
L
87 UL
B
A
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
CALL TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG
REVISIONS
NO.DATE DESCRIPTION NO.DATE DESCRIPTION
CONTRACTOR:
CORONA CONSTRUCTION CO.
615 E. ALLEN AVE.
SAN DIMAS, CA 91773
PHONE: 626-926-7487
CA. LIC. #797455 CLASS A-B-HAZ C10
EXPIRES 07/31/2025
SHORING DETAILS
SITE ADDRESS:
UNITED PACIFIC #5669
1913 WEST EDINGER AVE.
SANTA ANA, CA 92704
SCALE:
DRAWN BY:
DATE:
JOB NO.
DRAWING NO.
CHECKED BY:
AS NOTED
ETHAN BUI
5/14/2024
5669
F10
ALVARO CORONA
SHEET
F10
B
A
C
D
E
F
G
H
I
J
B
A
C
D
E
F
G
H
I
J
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
L
ICENSED CONTRACTOR
STATE OF CAL IFORNIA
CORONA CONSTRUCTION CO.
797455
EXPIRES 07/31/2025
SIGNED 5/14/24
1913 W Edinger Ave -
101118671 & 201824107/2/2024
APRO, LLC DBA UNITED PACIFIC
SOUTHERN CA OFFICE: 4130 Cover Street • Long Beach, California • 90808 • Telephone: 310-323-3992
To: Orange County Health Care Agency
Attn: Permits/Licensing Department
From: APRO, LLC dba United Oil & United Pacific
Date: August 2, 2023
RE: Authorization for Vendor to Permit & Perform Line and UST Replacement:
United #5669 (CERS ID 1039729)
1913 W Edinger Avenue
Santa Ana, CA 92704
To Whom It May Concern:
Please allow this letter to serve as APRO, LLC authorization to allow our company’s vendor,
“CORONA CONSTRUCTION, INC” to obtain a permit and perform “Line and Underground Storage
Tank (UST)” replacement at our gas station site (“5669”) referenced above. APRO, LLC owns the
underground storage tanks at this Station.
If you should have any questions, please contact me at (310) 930-5415. Thank you.
Sincerely,
Tom M. Robins
Staff Geologist / Environmental Specialist
United Pacific
4130 Cover Street
Long Beach, CA 90808
P: (310) 323-3992; 2012
C: (310) 930-5415
1913 W Edinger Ave -
101118671 & 201824107/2/2024
Facility/Site
United 5669 CERS ID
10397629
Santa Ana, CA 92704
1913 W Edinger Ave
Property Owner
CF UNITED PROPCO LLC
(310) 323-3992
Long Beach, CA 90808
4130 Cover Street
Type of Action
Confirmed/Updated Information
Tank Owner
APRO LLC
(925) 884-0800
Long Beach, CA 90808
4130 Cover Street
Non-Government
Tank Owner Type
Facility Information
United 5669
1913 W Edinger Ave
Santa Ana, CA 92704
44040092
Board of Equalization Account Number
Motor Vehicle Fueling
Facility Type
No
Is the facility located on Indian Reservation/Trust lands?
Tank Operator
APRO LLC
(310) 323-3992
Long Beach, CA 90808
4130 Cover Street
Permit Holder Information
Facility Operator
Permit Holder Notification Information Supervisor of Division, Section, or Office (Required for Public Agencies Only)
Financial Responsibility Mechanism(s)
Indicate which approved mechanism(s) are being used to show financial responsibility either as contained in the federal regulations (40 CFR, Part 280, Subpart H, Sections 280.93 through
280.107) or CCR, Title 23, Division 3, Chapter 18, Section 2808.1.
Self-Insured
Guarantee
Insurance
Yes
Exemption
Letter of Credit
Surety Bond
Local Government Mechanism
State Fund and CD
State Fund and CFO Letter Other Mechanism
Submittal Status
Comments by submitter: uploaded MC for 2023
This was a Draft submittal as of 8/2/2023; Last updated by Atlas Environmental on 7/17/2023 3:48 PM
California Environmental Reporting System (CERS)Underground Storage Tank - Facility Information
Printed on 8/2/2023 5:58 AM
1913 W Edinger Ave -
101118671 & 201824107/2/2024
Monitoring System Certification
UST Site Plan
site Address: UN|TED #5669 1913 W EDTNGER AVENUE, SANTA ANA, CA 92704
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I nstru ciionq
If you already have a diagrarn that shows all required inlbrmation, you may include it, rather than this page, with your Monitoring
System Certification, On your site plan, show the genelal layout ol tanks and piping. Clearly identify locations of the following
equipmetrt, if installed: rnonitoring system conhol panels; sensors monitoring tank annular spaces, sumps, dispenser pans, spi1l
containers, or other secondary containment areas; mechanical or elecffonic line leak detectors; and in-tank liquid ievel probes (if used
fbr leak detection), In the space plovided, note the date this Site Plan was prepared,
vA:oR
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1913 W Edinger Ave -
101118671 & 201824107/2/2024
1913 W Edinger Ave -
101118671 & 201824107/2/2024
1913 W Edinger Ave -
101118671 & 201824107/2/2024
E09318CA Page 1 of 13
112016 ed.
Effective date of this Endorsement: 01-Jul-2019
This Endorsement is attached to and forms a part of Policy Number: W27DD0190101
Syndicates 623/2623 at Lloyd’s Referred to in this endorsement as either the “Insurer” or the
“Underwriters”
ENDORSEMENT OF INSURANCE TO
DEMONSTRATE FINANCIAL RESPONSIBILITY FOR STORAGE TANKS
STATE OF CALIFORNIA
Beazley “ECLIPSE”
ENVIRO COVERED LOCATION INSURANCE POLICY – SITE ENVIRONMENTAL
Name: Apro, LLC
Address: 4130 Cover St., Long Beach, CA 90808
Policy Number: W27DD0190101
Period of Coverage: July 01, 2019 to July 01, 2024
Name of Insurer: Syndicate 2623/623 at Lloyd’s of London
Address of Insurer: 30 Batterson Park Drive, Farmington, CT 06032
Name of Insured: Apro, LLC
Address of Insured: 4130 Cover St., Long Beach, CA 90808
Certification:
1. The Insurer, as identified above, hereby certifies that it has issued liability insurance covering the
following underground storage tank(s):
SEE TANK LIST BELOW
for taking corrective action and compensating third parties for bodily injury and property damage
caused by accidental releases in accordance with and subject to the limits of liability, exclusions,
conditions, and other terms of the policy arising from operating the underground storage tank(s)
identified above.
The limits of liability are $1,000,000 "each occurrence" and $2,000,000 "annual aggregate", exclusive
of legal defense costs. This coverage is provided under Policy Number W27DD0190101.
The effective date of said policy is 01-Jul-2019.
2. The Insurer further certifies the following with respect to the insurance described in paragraph 1:
a. Bankruptcy or insolvency of the insured shall not relieve the Insurer of its obligations under the
policy to which this certificate applies.
b. The Insurer is liable for the payment of amounts within any deductible applicable to the policy, to
the provider of corrective action or a damaged third-party, with a right of reimbursement by the
insured for any payment made by the Insurer. This provision does not apply with respect to that
1913 W Edinger Ave -
101118671 & 201824107/2/2024
E09318CA Page 2 of 13
112016 ed.
amount of any deductible for which coverage is demonstrated under another mechanism or
combination of mechanisms as specified in 40 CFR 280.95-280.102.
c. Whenever requested by a Director of an implementing agency, the Insurer agrees to furnish to
the Director a signed duplicate original of the policy and all endorsements.
d. Cancellation or any other termination of the insurance by the Insurer, except for non-payment of
premium or misrepresentation by the insured, will be effective only upon written notice and only
after the expiration of 60 days after a copy of such written notice is received by the insured.
Cancellation for non-payment of premium or misrepresentation by the insured will be effective
only upon written notice and only after expiration of a minimum of 10 days after a copy of such
written notice is received by the insured.
e. The insurance covers claims otherwise covered by the policy that are reported to the Insurer
within six months of the effective date of cancellation or non-renewal of the policy except where
the new or renewed policy has the same retroactive date or a retroactive date earlier than that of
the prior policy, and which arise out of any covered occurrence that commenced after the policy
retroactive date, if applicable, and prior to such policy renewal or termination date. Claims
reported during such extended reporting period are subject to the terms, conditions, limits,
including limits of liability, and exclusions of the policy.
I hereby certify that the wording of this instrument is identical to the wording in 40.CFR 280.95-280.102
and that the Insurer is licensed to transact the business of insurance, or eligible to provide insurance as
an excess or surplus lines insurer, in one or more states.
_____________________________________________
Signature of authorized representative of Insurer
Douglas Colosky
Head of US Operations, Authorized Representative of Lloyd’s Syndicate 623/2623
30 Batterson Park Road, Farmington, CT 06032
1913 W Edinger Ave -
101118671 & 201824107/2/2024
10293154 UNITED #5647 105 S VINCENT AVE WEST COVINA 91790
10342927 UNITED #5651 250 Tiburon Boulevard TIBURON 94920
10483006 UNITED #5654 5201 W 1st St SANTA ANA 92703
10343089 UNITED #5662 100 Marinwood Avenue SAN RAFAEL 94903
10397344 UNITED #5665 475 W Colorado St GLENDALE 91204
10397347 UNITED #5666 6322 Westminster Blvd WESTMINSTER 92683
10397629 UNITED #5669 1913 W Edinger Ave SANTA ANA 92704
10427509 UNITED #5670 727 S EAST ST ANAHEIM 92805
10346890 UNITED #5671 1640 N MILPITAS BL MILPITAS 95035
10397632 UNITED #5681 2756 N Tustin St ORANGE 92865
10397635 UNITED #5686 1401 Munras Ave MONTEREY 93940
10293136 UNITED #5695 551 N SUNSET AVE LA PUENTE 91744
10200811 UNITED #5696 1445 Channel Islands Blvd.OXNARD 93033
10638727 UNITED #5698 200 Milpas St SANTA BARBARA 93103
10326694 UNITED #5699 19995 Indian Ave NORHT PALM SPRIN 92258
10254148 UNITED #5701 8525 S SEPULVEDA BLVD UN A LOS ANGELES 90045
10392004 UNITED #5703 17011 W BERNARDO DR SAN DIEGO 92127
10253086 UNITED #5706 304 N VERMONT AVE LOS ANGELES 90004
10293157 UNITED #5710 1696 AZUSA AVE INDUSTRY 91748
10293163 UNITED #5730 28203 DOROTHY DR AGOURA 91301
10167951 UNITED #5734 2950 AUTOMALL PKWY FREMONT 94536
10037641 UNITED #5736 2525 S ARCHIBALD AVE ONTARIO 91761
10397638 UNITED #5737 13724 Bear Valley Rd VICTORVILLE 92392
10397644 UNITED #5742 32611 Niguel Rd DANA POINT 92629
10188701 UNITED #5748 6401 DUBLIN BLVD DUBLIN 94568
10405735 UNITED #5749 1801 Santa Rita Rd PLEASANTON 94566
10223287 UNITED #5754 191 IRON POINT RD FOLSOM 95630
10167957 UNITED #5760 34867 ARDENWOOD BLVD FREMONT 94555
10412320 UNITED #5764 5630 E 7th St LONG BEACH 90804
10326568 UNITED #5793 41010 California Oaks Rd Murrieta 92562
10412323 UNITED #5945 4760 Irvine Blvd IRVINE 92620
10204264 UNITED #7237 4047 SOUTH SHINGLE RD SHINGLE SPRINGS 95682
10007185 UNITED #7240 8998 ALCOSTA BLVD SAN RAMON 94583
10363162 UNITED #7953 481 SWEETWATER RD SPRING VALLEY 91977
10357399 UNITED #7961 1666 ALPINE BLVD ALPINE 91901
10037608 UNITED #7963 4125 PHELAN RD PHELAN 92371
10360627 UNITED #7964 8899 LA MESA BLVD LA MESA 91941
10326460 UNITED #7965 80980 Highway 111 INDIO 92201
10202494 UNITED #7966 2650 CAMERON PARK Dr CAMERON PARK 95682
10219888 UNITED #7968 6500 MACK RD SACRAMENTO 95823
10253968 APRO Distribuition # 35 270 S Western Ave LOS ANGELES 90004
10254067 APRO Distribuition # 49 6101 W Olympic Blvd LOS ANGELES 90048
10632370 Long Beach Travel Center 1666 W Pacific Coast Highway LONG BEACH 90810
1913 W Edinger Ave -
101118671 & 201824107/2/2024
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1913 W Edinger Ave
✔
Replace underground storage tanks at gas station.
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Tone Bui
626 862-8663 03 08 2024
Santa Ana
1913 W Edinger Ave -
101118671 & 201824107/2/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
Updated: 06/02/2020 rs
1913 W Edinger Ave -
101118671 & 201824107/2/2024
��etion Co. 615 E. Allen Ave. • San Dimas • CA • 91773 • • (626) 926-7487 • fax (626) 205-9278
License#: 797455
I am properly licensed as required by the State of California, and hereby authorize Thong Bui to
act on my behalf in obtaining permits and to sign permit applications for me.
Company Name: Alvaro Corona Construction Company, Inc.
DBA Corona Construction Company
B��Alvaro Corona =icensed Contractor
ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validitv of that document. State of California / � County of _ 0� � �
before me, .........._._._1-'-. -�-'Ct(-'-�--·---_N--'�+--''----(insert name and title of the offic
personally appe ared ---- J/ 0 ttJ f (} 'fl...-4_who proved to me on the basis of satisfactory evidence to be the_ �on ) whose name�1;,t ebscribed to the within instrument and acknow�ed ed �o me tha�/t �lt!)eY executed the same in 'tr��ir authorized capacity(i�, and that b i ¥rl�r signature�"on the instrument thesonr'• or the entity upon be h�lf of which the rso?fS} acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the Jaws of the State of California that the foregoingparagraph is tru e and correct.
WITNESS my hand and official seal.
Signature")/� (Seal)
1913 W Edinger Ave -
101118671 & 201824107/2/2024
Rev: 02/01/2023 Page 1 of 2
DISABLED ACCESS COMPLIANCE
ACC-01 CBC 2022 A. PURPOSE OF THIS DOCUMENTATION: (check one)
Finding of unreasonable hardship for projects UNDER the valuation threshold*
Finding of unreasonable hardship for projects OVER the valuation threshold*
Certification of Full Compliance with the 2022 California Building Code
* Valuation threshold as defined in the 2022 California Building Code, Section 11B-202.4 (Exception #8) and
Section 202 is $195,358.00 (as of January 2023)
B. PROJECT INFORMATION TO BE COMPLETED BY PETITIONER:
Project Address:
$ $
1. The cost of all construction contemplated in the determination of the valuation of improvement threshold
based on the valuation of site and building improvements for the last three-year period.
2. 20% of Total Construction Cost or Project Valuation: $
3. The actual amount to be spent to provide disabled access: $
4. Describe the impact of the proposed improvements on financial feasibility of the project.
5. Describe the proposed improvements related to accessibility upgrades on this project.
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
1913 W. Edinger Ave., Santa Ana, CA 92704
Replace (e) underground storage tanks
101118671 & 20182410
My Goods Market #5669
350,000
(310) 323-3992
APRO, LLC dba United Oil & United Pacific (310) 323-3992
N/A
N/A
N/A
N/A
70,000
N/A
SCOPE OF WORK NOT TO AFFECT EXISTING ACCESSIBLE PATH OF TRAVEL
SCOPE OF WORK NOT TO AFFECT EXISTING ACCESSIBLE PATH OF TRAVEL
1913 W Edinger Ave -
101118671 & 201824107/2/2024
6. Identify the accessibility features and equivalent facilities that WILL be brought into compliance with the
latest edition of Title 24 as a part of this project and an estimate of the cost of each item: (Documentation
may be required)
Accessible Features to be Made Accessible Cost of Improvement
a. Entrance:
Door Landing Stairway/Steps Ramp $
b. Path of Travel:
Path of travel from accessible parking to the building entrance
and area of remodel $
$
Path of travel from the public way to the building entrance $
c. Sanitary facilities ( Floor no. ) $
d. Public phone(s) $
e. Drinking fountain(s) $
f. Parking $
g. Signage & Alarms $
i. Other: $
Total: $
7. Identify the accessibility features that WILL NOT comply if a request for unreasonable hardship is
granted. Provide an estimated cost of compliance for each item: (Documentation may be required)
Accessible Features Not to be Improved Cost of Improvement
a. $
b. $
c. $
Total: $
8. Petitioner must be the legal property owner or his/her legal representative:
I certify that the above noted information is true and correct.
Legal Property Owner Architect/Engineer Contractor Other:
Print Name: Phone No.
Address:
Signature: Date:
FOR AGENCY USE ONLY
Approved by: Date:
N/A
N/A
Tone Bui (626) 862-8663
615 E Allen Ave., San Dimas, CA 91773
5/14/24
Agent for G.C.
1913 W Edinger Ave -
101118671 & 201824107/2/2024