26-8630_-_Exhibit_M_-_Project_Plans_SS.pdf

8300 Radio Road Naples, Collier County, Florida

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FUEL ENGINEER: OWNER:

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SITE

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STILLWATER TECHNOLOGIES, INC.

2101 W. SR-434, SUITE 135

LONGWOOD, FL 32779

(407) 206-7222; (407) 206-7223 (fax) Contact: Rick Blecha, P.E.

Email: rblecha@stillwatertech.com

COLLIER AREA TRANSIT

C/O REAL PROPERTY MANAGEMENT

3335 TAMIAMI TRAIL EAST, SUITE 101

NAPLES, FLORIDA 34112

OVERALL WORK AREA PLAN

NOTES AND SPECIFICATIONS

DEMOLITION PLAN

INDEX OF DRAWINGS

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PARCEL ID: 00399360008

FDEP FAC ID #9102759

PRIME DESIGN CONSULTANT:

ATKINS

4030 W. BOY SCOUT BLVD., SUITE 700

TAMPA, FL 33607

(813) 282-7275 Contact: Mira Ticu mira.ticu@atkinsrealis.com

FUEL SYSTEM INSTALL PLAN

FUEL STORAGE and DISTRIBUTION SYSTEM

TANK ADDITION PLANS

GENERAL STATEMENT:

COLLIER AREA TRANSIT

PASSENGER TRANSFER FACILITY

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FUEL STATION EXPANSION

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+1 813 282 7275 +1 813 282 9767

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COLLIER AREA

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8300 RADIO ROAD

NAPLES, FL 34112

239.352.8097

2101 W. SR-434

Suite 135 Longwood, Florida 32779

(407) 206-7222

(407) 206-7223 fax

FL. Cert. of Auth. #8326

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PE06 DIESEL FUEL TANK DETAILS

S-001 GENERAL NOTES

S-100 FOUNDATION PLAN & DETAILS

E-001 ELECTRICAL LEGEND

E-101 ELECTRICAL SITE PLAN

E-201 ENLARGED PLAN

E-301 FUEL TANK SITE CLASSIFICATION AREA DETAIL

E-302 FUEL TANK - PARTIAL CONTROL RISER DIAGRAM

E-501 DETAILS

E-502 DETAILS

E-401 PARTIAL ONE-LINE DIAGRAM - FUEL STATION BUILDING

AutoCAD SHX Text THE PROPOSED WORK WILL CONSIST OF THE INSTALLATION OF ONE NEW 12,000-GALLON DOUBLE-WALLED UL-2085 ABOVEGROUND DIESEL FUEL STORAGE TANK. TWO EXISTING 6,000-GALLON TANKS WILL REMAIN AND ONE TANK WILL BE CONVERTED FROM DIESEL TO GAS. FOUR EXISTING DISPENSERS WILL REMAIN AND TWO WILL BE CONVERTED FROM DIESEL TO GAS. THE FUEL EQUIPMENT UNDER THE CANOPY IN THE FUELING AREA WILL REMAIN AND BE MODIFIED PER THE NEW DESIGN.

AutoCAD SHX Text CODE REFERENCES: THE SYSTEM SHALL BE DESIGNED IN FULL COMPLIANCE WITH THE LATEST EDITION OF THE APPLICABLE SECTIONS OF THE FOLLOWING CODES, STANDARDS, AND GUIDELINES. WHERE CONFLICT EXISTS, CONTRACTOR SHALL FOLLOW THE MOST STRINGENT REQUIREMENTS. IN CASE OF A CONFLICT BETWEEN THE UNIFORM FIRE CODE AND THE NATIONAL FIRE PREVENTION ASSOCIATION STANDARDS, THE MOST STRINGENT CONDITION SHALL APPLY: - FLORIDA BUILDING CODE 2024 (8TH EDITION) AS APPLICABLE FLORIDA BUILDING CODE 2024 (8TH EDITION) AS APPLICABLE - NFPA 1-FIRE CODE 2018 EDITION CHAPTER 66.22 AS APPLICABLE - NFPA 30-FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2021 EDITION - NFPA 30A- CODE FOR MOTOR FUEL DISPENSING FACILITIES CODE 2021 EDITION - NFPA 70-NATIONAL ELECTRIC CODE 2017 EDITION - FACTORY MUTUAL (FM) - UNDERWRITERS LABORATORY (UL) OTHER STATE OR COUNTY CODES AS APPLICABLE. COMPLY WITH ALL APPLICABLE SECTIONS OF NEC 514 INCLUDING SWITCH NEUTRAL BREAKERS, SEALOFFS AND AREA HAZARD CLASSIFICATIONS.

PROPOSED WORK

AREA

PROPOSED WORK

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OVERALL SITE PLAN

OVERALL AERIAL

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OVERALL WORK AREA PLAN

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FUEL STATION EXPANSION

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Copyright © Atkins Limited (2023)

+1 813 282 7275 +1 813 282 9767

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4030 West Boy Scout Blvd.

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100086779

2101 W. SR-434

Suite 135 Longwood, Florida 32779

(407) 206-7222

(407) 206-7223 fax

FL. Cert. of Auth. #8326

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FUEL SYSTEM SPECIFICATIONS

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NOTES AND SPECIFICATIONS

PROJECT

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No. Date Description

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FUEL STATION EXPANSION

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Copyright © Atkins Limited (2023)

+1 813 282 7275 +1 813 282 9767

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Suite 700 Tampa FL 33607

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www.atkinsglobal.com

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100086779

2101 W. SR-434

Suite 135 Longwood, Florida 32779

(407) 206-7222

(407) 206-7223 fax

FL. Cert. of Auth. #8326

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AutoCAD SHX Text

5.00 PIPING: 5.10 ALL PIPE (FLEXIBLE, SEMI-RIGID, FIBERGLASS, AND STEEL) FITTINGS, RISERS, ETC. SHALL BE FURNISHED AND ALL PIPE (FLEXIBLE, SEMI-RIGID, FIBERGLASS, AND STEEL) FITTINGS, RISERS, ETC. SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR SHALL CONFIRM WHAT MATERIALS ARE BEING FURNISHED BY THE OWNER. 5.12 THE INTERIOR SURFACE OF ALL PIPING AND FITTINGS SHALL BE MADE FREE OF DIRT, GREASE, SCALE, PARTICLES, THE INTERIOR SURFACE OF ALL PIPING AND FITTINGS SHALL BE MADE FREE OF DIRT, GREASE, SCALE, PARTICLES, ETC. BEFORE INSTALLING. INSTALLATION OF ALL PIPE AND/OR FITTINGS SHALL BE MADE IN COMPLETE ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AS WELL AS OWNER'S PLANS AND SPECIFICATIONS. 5.13 PRODUCT PIPING SHALL BE INSTALLED SO AS TO SLOPE CONTINUOUSLY TOWARD SUMPS WITH SENSORS AT A PRODUCT PIPING SHALL BE INSTALLED SO AS TO SLOPE CONTINUOUSLY TOWARD SUMPS WITH SENSORS AT A MINIMUM OF 1/8" PER FOOT. TRAPS OR SAGS SHALL NOT BE PERMITTED IN ANY PIPING. 5.14 PIPING SHALL BE PLACED ON A PREPARED BED (6" MINIMUM BACKFILL MATERIAL) IN SUCH A MANNER AS TO PIPING SHALL BE PLACED ON A PREPARED BED (6" MINIMUM BACKFILL MATERIAL) IN SUCH A MANNER AS TO MINIMIZE POINTS AT WHICH ONE PIPE MAY CROSS OVER ANOTHER PIPE AND SHALL NOT BE SUPPORTED WITH FOREIGN OBJECTS SUCH AS WOOD, BRICK BLOCKS, PIPE, ETC. AT POINTS WHERE PIPES MUST CROSS, A MINIMUM OF TWICE THE NOMINAL PIPE DIAMETER MUST SEPARATE THE PIPES. PARALLEL PIPING SHALL BE SEPARATED BY A MINIMUM DISTANCE OF TWICE THE PIPE DIAMETER. 5.15 ANY PRESSURE LOSS OCCURRENCE ON ANY PIPING COMPONENT OF THE SYSTEM SHALL BE INVESTIGATED WITHIN ANY PRESSURE LOSS OCCURRENCE ON ANY PIPING COMPONENT OF THE SYSTEM SHALL BE INVESTIGATED WITHIN 24 HOURS DURING CONSTRUCTION OPERATIONS. 6.00 STEEL PIPING: 6.05 ALL STEEL PIPE EXPOSED TO SOIL SHALL BE WRAPPED WITH CORROSION CONTROL TAPE. ALL STEEL PIPE EXPOSED TO SOIL SHALL BE WRAPPED WITH CORROSION CONTROL TAPE. 6.10 STEEL PIPE AND FITTINGS SHALL ONLY BE USED TO FABRICATE RISER PIPING ABOVE GROUND, VENT LINE RISERS STEEL PIPE AND FITTINGS SHALL ONLY BE USED TO FABRICATE RISER PIPING ABOVE GROUND, VENT LINE RISERS AND OTHER PIPING AS SET FORTH IN THE DRAWINGS. 6.11 PIPING SHALL BE SEAMLESS CLASS A120, SCHEDULE 40. STEEL FITTINGS SHALL BE CLASS 150 AND/OR 250 PSI PIPING SHALL BE SEAMLESS CLASS A120, SCHEDULE 40. STEEL FITTINGS SHALL BE CLASS 150 AND/OR 250 PSI MINIMUM MALLEABLE IRON, A.P.I. SPECIFICATION 3L GR B. 6.12 ALL THREAD FITTINGS AND JOINT TO PLUG CONNECTIONS SHALL USE MANUFACTURER SPECIFIED JOINT COMPOUND ALL THREAD FITTINGS AND JOINT TO PLUG CONNECTIONS SHALL USE MANUFACTURER SPECIFIED JOINT COMPOUND AND TIGHTENED UNTIL SEALED. ONLY GASOLINE RESISTANT THREAD COMPOUNDS SHALL BE USED. 6.13 VERTICAL RISERS FOR TANK VENTING SYSTEM SHALL BE INSTALLED PLUMB. PROVIDE ANGLE STRAP TO INSURE VERTICAL RISERS FOR TANK VENTING SYSTEM SHALL BE INSTALLED PLUMB. PROVIDE ANGLE STRAP TO INSURE RISERS ARE PLUMB AND SECURE. RISERS MUST HAVE ADEQUATE PROTECTION AND STABILITY TO BE TERMINATED A MINIMUM OF 12'-0" ABOVE FINISHED GRADE. 7.00 TANK AND PIPE TESTING: 7.10 THE CONTRACTOR SHALL NOTIFY OWNER'S PROJECT ENGINEER A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF SCHEDULED AIR TESTING IN ORDER THAT THE ENGINEER OR HIS/HER DESIGNATE MAY BE PRESENT DURING TESTING. 7.11 ALL TESTING SHALL BE CONDUCTED USING NEW ("OUT OF THE BOX") PRESSURE GAUGES. THE CONTRACTOR SHALL ALL TESTING SHALL BE CONDUCTED USING NEW ("OUT OF THE BOX") PRESSURE GAUGES. THE CONTRACTOR SHALL TEST ALL PRIMARY PRODUCT AND VENT LINES PER MANUFACTURER'S GUIDELINES OR AS REQUIRED BY LOCAL OR STATE INSPECTION AGENCIES PRIOR TO PLACEMENT OF ANY BACKFILL MATERIAL. 7.12 THE CONTRACTOR SHALL USE A SOAP SOLUTION TO TEST LINES AND JOINTS FOR LEAKAGE. THE AIR PRESSURE THE CONTRACTOR SHALL USE A SOAP SOLUTION TO TEST LINES AND JOINTS FOR LEAKAGE. THE AIR PRESSURE SHALL REMAIN ON ALL PRODUCT LINES DURING ENTIRE CONSTRUCTION OF THE PROJECT. 7.13 THE CONTRACTOR SHALL MONITOR THE PRESSURE ON ALL LINES DURING CONSTRUCTION TO ENSURE DAMAGE HAS THE CONTRACTOR SHALL MONITOR THE PRESSURE ON ALL LINES DURING CONSTRUCTION TO ENSURE DAMAGE HAS NOT OCCURRED TO ANY UNDERGROUND PIPING DURING THE PERFORMANCE OF WORK BY THE CONTRACTOR OR HIS/HER SUB-CONTRACTORS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPORT ANY LOSS OF AIR PRESSURE IMMEDIATELY TO OWNER'S PROJECT ENGINEER. 7.14 ALL WORK SHALL CEASE UNTIL THE NATURE AND THE CAUSE OF THE PROBLEM HAS BEEN DETERMINED AND ALL WORK SHALL CEASE UNTIL THE NATURE AND THE CAUSE OF THE PROBLEM HAS BEEN DETERMINED AND CORRECTED. ANY REPAIR OR REPLACEMENT SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE REPAIRED/REPLACED LINE SHALL BE RETESTED AT 50 PSI AIR PRESSURE AND DETERMINED TO BE HOLDING 50 PSI OF AIR PRESSURE PRIOR TO ANY BACKFILL MATERIAL BEING PLACED IN THIS AREA. 7.15 AIR PRESSURE SHALL NOT BE REMOVED FROM ANY UNDERGROUND LINES UNTIL AFTER PAVING OVER THE TANK AIR PRESSURE SHALL NOT BE REMOVED FROM ANY UNDERGROUND LINES UNTIL AFTER PAVING OVER THE TANK AREA AND THE PIPE LINE TRENCHES IS IN PLACE. 7.16 HYDROSTATIC TESTING: HYDROSTATIC TESTING: 1. AFTER ALL PAVING IS IN PLACE, PRIOR TO THE FINAL CHECK-OUT AND START-UP, THE CONTRACTOR SHALL AFTER ALL PAVING IS IN PLACE, PRIOR TO THE FINAL CHECK-OUT AND START-UP, THE CONTRACTOR SHALL PERFORM A "HYDROSTATIC PRECISION TIGHTNESS" TEST ON ALL TANKS AND PRODUCT LINES. 2. THE PRESSURE FOR THE TEST SHALL BE 1½ TIMES THE OPERATING PRESSURE FOR THE PRODUCT LINES WITH THE PRESSURE FOR THE TEST SHALL BE 1½ TIMES THE OPERATING PRESSURE FOR THE PRODUCT LINES WITH AN ALLOWABLE TOLERANCE OF .010 GALLONS PER HOUR. 3. REMOVE LEAK DETECTORS PRIOR TO PRESSURIZING LINES AND REPLACE PRIOR TO START-UP. AFTER REMOVE LEAK DETECTORS PRIOR TO PRESSURIZING LINES AND REPLACE PRIOR TO START-UP. AFTER REPLACEMENT LEAK DETECTORS SHALL BE TESTED TO INSURE THEY ARE OPERATING IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. THE FINAL "PRECISION TIGHTNESS" TEST SHALL BE PERFORMED BY AN INDEPENDENT TANK AND LINE TESTING THE FINAL "PRECISION TIGHTNESS" TEST SHALL BE PERFORMED BY AN INDEPENDENT TANK AND LINE TESTING FIRM OF THE CONTRACTOR'S CHOICE, BUT MUST BE APPROVED BY OWNER. A MINIMUM TWO WORKING DAYS NOTICE SHALL BE GIVEN TO OWNER PRIOR TO THE SCHEDULED TESTING. THE OWNER OR HIS/HER DESIGNATE SHALL OBSERVE THE TESTING. 5. THE STP CONTAINMENT SUMPS AND DISPENSER SUMPS SHALL HAVE A WATER TIGHTNESS TEST. THE SUMPS THE STP CONTAINMENT SUMPS AND DISPENSER SUMPS SHALL HAVE A WATER TIGHTNESS TEST. THE SUMPS SHALL BE FILLED WITH WATER FOR A PERIOD OF 24 HOURS WITH A MAXIMUM ALLOWABLE LEAKAGE RATE OF ½ INCH. IF THE SUMPS EXCEED THE ALLOWABLE LEAKAGE, THEN THE SUMPS AND CONNECTIONS SHALL BE INVESTIGATED AND ADJUSTED TO BE WITHIN THE ALLOWABLE WATER TIGHTNESS PARAMETERS. 8.00 DISPENSER CHECK OUT: 8.10 DISPENSERS SHALL ONLY BE ACTIVATED IN THE PRESENCE OF AN AUTHORIZED DISPENSER REPRESENTATIVE AND DISPENSERS SHALL ONLY BE ACTIVATED IN THE PRESENCE OF AN AUTHORIZED DISPENSER REPRESENTATIVE AND THE OWNER. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY OF ANY DAMAGE TO THE DISPENSER(S) IF THIS INSTRUCTION IS NOT FOLLOWED. 8.11 TO PURGE LINES, ACTIVATE DISPENSER BY TURNING OPERATING HANDLE "ON" FOR THE MOST REMOTE STP, BUT TO PURGE LINES, ACTIVATE DISPENSER BY TURNING OPERATING HANDLE "ON" FOR THE MOST REMOTE STP, BUT DO NOT OPEN NOZZLE. ALL STP'S TO REMAIN ON WITHOUT OPERATING NOZZLES FOR FIVE MINUTES. INSPECT THE CONNECTIONS UNDER EACH DISPENSER AND AT THE STP UNION FOR LEAKS. DEACTIVATE DISPENSER AND OPEN EACH NOZZLE, BEGINNING WITH THE NOZZLE MOST REMOVED FROM THE STP AND WORKING BACK IN SEQUENCE, DELIVER 200 GALLONS OF PRODUCT, OR ENOUGH TO ENSURE ALL AIR IS REMOVED FROM PRODUCT LINES, THROUGH EACH NOZZLE. 9.00 DISPENSING SYSTEM ELECTRICAL CHECK OUT: 9.10 TURN OFF CIRCUIT BREAKERS CONTROLLING STP'S. TURN OFF CIRCUIT BREAKERS CONTROLLING STP'S. 9.11 CONFIRM ALL NOZZLES ARE IN BOOT. CONFIRM ALL NOZZLES ARE IN BOOT. 9.12 TURN ON CIRCUIT BREAKER OR SWITCH CONTROLLING ONE STP, ONE HOSE AT A TIME, FOR PRODUCT GRADE TURN ON CIRCUIT BREAKER OR SWITCH CONTROLLING ONE STP, ONE HOSE AT A TIME, FOR PRODUCT GRADE MATCHING STP. PERFORM THE FOLLOWING: 1. REMOVE NOZZLE REMOVE NOZZLE 2. TURN OPERATING HANDLE "ON" AND DISPENSE PRODUCT TO CONFIRM HOSE IS PRESSURIZED. TURN OPERATING HANDLE "ON" AND DISPENSE PRODUCT TO CONFIRM HOSE IS PRESSURIZED. 3. VERIFY THAT ONLY THE CORRECT STP TURNS ON. VERIFY THAT ONLY THE CORRECT STP TURNS ON. 4. VERIFY THAT GRADE LEVELS ON EACH SIDE OF THE DISPENSER ARE THE SAME. VERIFY THAT GRADE LEVELS ON EACH SIDE OF THE DISPENSER ARE THE SAME. 5. REPEAT THE ABOVE STEPS FOR EACH PRODUCT GRADE. REPEAT THE ABOVE STEPS FOR EACH PRODUCT GRADE. 9.13 REPEAT THE ABOVE PROCEDURE FOR EACH HOSE POSITION. REPEAT THE ABOVE PROCEDURE FOR EACH HOSE POSITION. 9.14 IF MISCONNECTING OR OTHER PROBLEMS ARE DETECTED USING THE ABOVE PROCEDURE, CORRECTIONS OR REPAIRS IF MISCONNECTING OR OTHER PROBLEMS ARE DETECTED USING THE ABOVE PROCEDURE, CORRECTIONS OR REPAIRS ARE TO BE MADE AND ENTIRE SYSTEM CHECK OUT IS TO BE REPEATED.

AutoCAD SHX Text TANK INSTALLATION SPECIFICATIONS 1.00 GENERAL: 1.01 SUMMARY SUMMARY A. THE WORK INCLUDES EXCAVATING, TRENCHING, BACKFILLING, COMPACTING, GRADING AND TESTING FOR THE THE WORK INCLUDES EXCAVATING, TRENCHING, BACKFILLING, COMPACTING, GRADING AND TESTING FOR THE CONSTRUCTION AND INSTALLATION OF PETROLEUM STORAGE TANKS AND FUEL PRODUCTS PIPING. UNLESS SPECIFIED OTHERWISE IN THE EQUIPMENT SCHEDULE, THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS TO COMPLETE THE INSTALLATION OF ALL SYSTEMS AND EQUIPMENT AS SHOWN HEREON AND AS REQUIRED BY THE CONTRACT. B. NO EQUIPMENT IS BEING FURNISHED BY THE OWNER. NO EQUIPMENT IS BEING FURNISHED BY THE OWNER. C. TANKS RECEIVED AT THE SITE SHALL BE PROTECTED AGAINST DAMAGE. THE CONTRACTOR SHALL BE TANKS RECEIVED AT THE SITE SHALL BE PROTECTED AGAINST DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF LOADING THE TANKS AT THE SITE. D. ALL PROPOSED UNDERGROUND WORK IN THE CONCRETE OR PAVEMENT TRAFFIC AREAS SHALL BE BORED (NOT ALL PROPOSED UNDERGROUND WORK IN THE CONCRETE OR PAVEMENT TRAFFIC AREAS SHALL BE BORED (NOT TRAFFIC AREAS SHALL BE BORED (NOT SHALL BE BORED (NOT OPEN CUT). ANY OTHER EXCAVATIONS THAT ARE OPEN CUT SHALL MEET OSHA, SUBPART P, "EXCAVATIONS, TRENCHING, AND SHORING" REQUIREMENTS FOR BANK SLOPES. ALL NON CONTAMINATED MATERIALS ARE THE RESPONSIBILITY OF THE PETROLEUM CONTRACTOR. 1.02 JOB CONDITIONS JOB CONDITIONS A. OBTAIN ALL REQUIRED APPROVALS, PERMITS AND LICENSES BEFORE INSTALLING TANKS AND PIPING AND FOLLOW OBTAIN ALL REQUIRED APPROVALS, PERMITS AND LICENSES BEFORE INSTALLING TANKS AND PIPING AND FOLLOW THE RULES AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 1.03 SUBMITTALS SUBMITTALS A. OBTAIN ALL REQUIRED APPROVALS, PERMITS AND LICENSES BEFORE INSTALLING STORAGE TANKS AND PIPING OBTAIN ALL REQUIRED APPROVALS, PERMITS AND LICENSES BEFORE INSTALLING STORAGE TANKS AND PIPING AND FOLLOW THE RULES AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 2.00 BACKFILL: 2.01 GENERAL A. BACKFILL MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE USE. BACKFILL MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE USE. 2.02 GRANULAR BACKFILL: A. GRANULAR BACKFILL SHALL CONSIST OF PROPERLY SIZED PEA GRAVEL OR CLEAN SOIL MEETING REQUIREMENTS GRANULAR BACKFILL SHALL CONSIST OF PROPERLY SIZED PEA GRAVEL OR CLEAN SOIL MEETING REQUIREMENTS OF ASTM. PEA GRAVEL MUST BE WASHED, NATURALLY ROUNDED, 1/4" NOMINAL SIZE, RANGING FROM 1/8" TO 1/4" DIAMETER. B. ALL GRANULAR BACKFILL SHALL BE WRAPPED WITH GEOTEXTILE FABRIC AS LISTED IN THE SCHEDULE OF MATERIALS. 3.00 EXCAVATIONS: 3.01 TRENCHING GUIDELINES: 1. FOR EXCAVATION, TRENCH WIDTH AND DEPTH SHALL BE AS FOLLOWS: FOR EXCAVATION, TRENCH WIDTH AND DEPTH SHALL BE AS FOLLOWS: A. AMPLE WIDTH TO ALLOW A MINIMUM FREE WORKING SPACE. AMPLE WIDTH TO ALLOW A MINIMUM FREE WORKING SPACE. B. WIDTH OF HAND EXCAVATED TRENCHES MAY BE REDUCED PROVIDING APPROVAL IS GIVEN IN WRITING BY THE WIDTH OF HAND EXCAVATED TRENCHES MAY BE REDUCED PROVIDING APPROVAL IS GIVEN IN WRITING BY THE ENGINEER, STABILITY OF SOIL IS CONSISTENT WITH DEPTH OF TRENCH REQUIRED, AND PIPE CAN BE SATISFACTORILY INSTALLED TO LINE AND GRADE AND PROPERLY BACKFILLED. 3.02 BACKFILL AND COMPACTION (NOTE: COMPACTION REQUIREMENTS DO NOT APPLY TO GRANULAR BACKFILL MATERIALS BACKFILL AND COMPACTION (NOTE: COMPACTION REQUIREMENTS DO NOT APPLY TO GRANULAR BACKFILL MATERIALS DESCRIBED IN 2.02 ABOVE.) 1. COMPACT BACKFILL MATERIAL TO NOT LESS THAN 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM COMPACT BACKFILL MATERIAL TO NOT LESS THAN 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. A. PLACE BACKFILL MATERIAL UNDER PIPE IN HORIZONTAL UNIFORM LAYERS NOT EXCEEDING 8" IN THICKNESS. PLACE BACKFILL MATERIAL UNDER PIPE IN HORIZONTAL UNIFORM LAYERS NOT EXCEEDING 8" IN THICKNESS. BRING EACH LAYER UP UNIFORMLY AND THOROUGHLY COMPACT USING PNEUMATIC OR OTHER APPROVED COMPACTION. PUDDLING OR WATER FLOODING FOR CONSOLIDATION OF THE BACKFILL SHALL NOT BE DONE. COMPACT EACH LATER OF BACKFILL TO 98%. 2. TRENCH BACKFILL: TRENCH BACKFILL: A. BACKFILL TRENCHES IMMEDIATELY AFTER APPROVAL OF THE LINE CONSTRUCTION BY THE OWNER'S PROJECT BACKFILL TRENCHES IMMEDIATELY AFTER APPROVAL OF THE LINE CONSTRUCTION BY THE OWNER'S PROJECT ENGINEER. 3.03 TESTING FOR COMPACTION: (NOTE: TESTING FOR COMPACTION IS NOT REQUIRED FOR GRANULAR BACKFILL MATERIALS TESTING FOR COMPACTION: (NOTE: TESTING FOR COMPACTION IS NOT REQUIRED FOR GRANULAR BACKFILL MATERIALS DESCRIBED IN 2.02 ABOVE.) A. TESTING AND INSPECTION SERVICE: THE CONTRACTOR SHALL PROVIDE A GEOTECHNICAL TESTING FIRM FOR THE TESTING AND INSPECTION SERVICE: THE CONTRACTOR SHALL PROVIDE A GEOTECHNICAL TESTING FIRM FOR THE TESTING OF BACKFILL MATERIALS PROPOSED FOR USE IN THE PROJECT AND FIELD TESTING FOR QUALITY CONTROL DURING EARTHWORK OPERATIONS. ALL TESTING AND INSPECTION SHALL BE UNDER THE DIRECT SUPERVISION OF A REGISTERED GEOTECHNICAL ENGINEER. 4.00 STORAGE TANKS: 4.10 THE CONTRACTOR SHALL PERFORM ALL TESTING AS REQUIRED BY THE OWNER AND AS SET FORTH IN THE THE CONTRACTOR SHALL PERFORM ALL TESTING AS REQUIRED BY THE OWNER AND AS SET FORTH IN THE SPECIFICATIONS. 4.12 THE CONTRACTOR SHALL PERFORM AND PROVIDE FOUR (4) COPIES OF DOCUMENTATION OF ALL WARRANTY THE CONTRACTOR SHALL PERFORM AND PROVIDE FOUR (4) COPIES OF DOCUMENTATION OF ALL WARRANTY VALIDATION TESTING REQUIRED BY THE TANK MANUFACTURER(S) TO OWNER. 4.13 ANCHORING OF TANKS SHALL BE PERFORMED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS UNLESS ANCHORING OF TANKS SHALL BE PERFORMED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS UNLESS DIRECTED OTHERWISE BY OWNER. 4.14 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE STORAGE TANKS UPON THEIR ARRIVAL TO THE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE STORAGE TANKS UPON THEIR ARRIVAL TO THE SITE PRIOR TO UNLOADING. CONTRACTOR SHALL COORDINATE WITH THE AUTHORITY HAVING JURISDICTION. INSPECT THE TANKS FOR SUCH DAMAGE AS DENTS, SCRATCHES, ETC. ANY DAMAGE OBSERVED SHALL BE NOTED ON THE DELIVERY TICKET AND BY ACKNOWLEDGED BY BOTH THE CONTRACTOR AND THE DELIVERY TRUCK DRIVER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCEPT OR REJECT THE TANKS. 4.15 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TANKS ARE CORRECT IN MEASUREMENT, SUCH AS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TANKS ARE CORRECT IN MEASUREMENT, SUCH AS DIAMETER AND LENGTH, PRIOR TO INSTALLATION. 4.16 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EQUIPMENT AND MANPOWER AT THE SITE TO UNLOAD THE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EQUIPMENT AND MANPOWER AT THE SITE TO UNLOAD THE STORAGE TANKS. CONTRACTOR SHALL EXERCISE CAUTION DURING UNLOADING AS NOT TO DAMAGE THE TANKS. ANY DAMAGE OCCURRING DURING UNLOADING SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CORRECT, TO THE MANUFACTURER'S SPECIFICATIONS AND TO THE SATISFACTION OF THE OWNER, WITHOUT ADDITIONAL COST TO THE OWNER. 4.17 BEFORE THE TANKS ARE INSTALLED, IF THE INTERSTITIAL SPACE HAS RETAINED IT'S VACUUM THAT THE TANK WAS BEFORE THE TANKS ARE INSTALLED, IF THE INTERSTITIAL SPACE HAS RETAINED IT'S VACUUM THAT THE TANK WAS SHIPPED WITH, THE CONTRACTOR SHALL REMOVE ALL TANK DELIVERY BUNG CAPS AND FURNISH AND INSTALL TANK PLUGS IN ALL BUNGS. 4.18 TANKS SHALL BE INSTALLED LEVEL AND MEASURE FOR SAME. TANK INSIDE DIAMETER SHALL BE MEASURE EBFORE TANKS SHALL BE INSTALLED LEVEL AND MEASURE FOR SAME. TANK INSIDE DIAMETER SHALL BE MEASURE EBFORE AND AFTER ANCHOR STRAPS ARE INSTALLED PER MANUFACTURER'S GUIDELINES. ALL TANK INSTALLATION TESTING SHALL VE RECORDED AND TURNED OVER TO OWNER.

1. CONTRACTOR IS TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF DEMOLITION & CONSTRUCTION. CONTRACTOR IS TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF DEMOLITION & CONSTRUCTION. 2. DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT ONTO THE SITE IN SUCH QUANTITIES AS DEEMED HAZARDOUS BY THE DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT ONTO THE SITE IN SUCH QUANTITIES AS DEEMED HAZARDOUS BY THE FIRE OFFICIAL, ACCESS ROADS AND A SUITABLE TEMPORARY SUPPLY OF WATER ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED. 3. THE CONTRACTOR SHALL DEMO ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION AND SHALL BE RESPONSIBLE THE CONTRACTOR SHALL DEMO ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION AND SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE AREAS OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFF-SITE AREAS DISTURBED SHALL BE REPLACED WITH THE SAME OR BETTER. DISTURBED LANDSCAPED AREAS WILL BE SEEDED, MULCHED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS OF UTILITIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER, AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE. 5. THE CONTRACTOR SHALL UTILIZE THE FOLLOWING STEPS TO SECURE UTILITY LOCATES AT LEAST 72 HOURS PRIOR TO CONSTRUCTION: THE CONTRACTOR SHALL UTILIZE THE FOLLOWING STEPS TO SECURE UTILITY LOCATES AT LEAST 72 HOURS PRIOR TO CONSTRUCTION: a. THE CONTRACTOR SHALL CONTACT SUNSHINE 811 BY CALLING 811 (800.432.4770) OR VISITING THE CONTRACTOR SHALL CONTACT SUNSHINE 811 BY CALLING 811 (800.432.4770) OR VISITING HTTP://WWW.SUNSHINE811.COM/ TO SUBMIT A TICKET. b. AFTER COMPLETING THE SUBMISSION PROCESS, THE CONTRACTOR WILL BE GIVEN A TICKET NUMBER THAT MUST BE RETAINED. AFTER COMPLETING THE SUBMISSION PROCESS, THE CONTRACTOR WILL BE GIVEN A TICKET NUMBER THAT MUST BE RETAINED. c. THE CONTRACTOR SHALL PREPARE A MAP SHOWING THE AREA IN WHICH THE UTILITIES ARE TO BE LOCATED AND WRITE THE THE CONTRACTOR SHALL PREPARE A MAP SHOWING THE AREA IN WHICH THE UTILITIES ARE TO BE LOCATED AND WRITE THE SUNSHINE TICKET NUMBER ON THE MAP. d. THE MAP ALONG WITH THE SUNSHINE TICKET NUMBER MUST BE SUBMITTED BY THE CONTRACTOR TO THE OWNER AND THE MAP ALONG WITH THE SUNSHINE TICKET NUMBER MUST BE SUBMITTED BY THE CONTRACTOR TO THE OWNER AND ENGINEER. 6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. 7. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT ADJACENT STRUCTURES AND THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT ADJACENT STRUCTURES AND UTILITIES OR TO MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND SHORING TO BE DESIGNED BY A STATE OF FLORIDA REGISTERED P.E., RETAINED BY THE CONTRACTOR. 8. ALL MATERIALS, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH THE GOVERNING JURISDICTION'S STANDARDS AND ALL MATERIALS, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH THE GOVERNING JURISDICTION'S STANDARDS AND SPECIFICATIONS. WHERE THE SPECIFICATIONS CONFLICT, 9. ALL REFERENCE TO ANY PAVEMENT REMOVAL INCLUDES EXISTING SURFACE COURSE AND BASE MATERIALS. ALL REFERENCE TO ANY PAVEMENT REMOVAL INCLUDES EXISTING SURFACE COURSE AND BASE MATERIALS. 10. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL THE REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL THE REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 11. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THESE PLANS. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THESE PLANS. 12. ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO THE SITE DUE TO CONSTRUCTION SHALL BE PROMPTLY REMOVED ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO THE SITE DUE TO CONSTRUCTION SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 13. THE CONTRACTOR SHALL ENSURE THAT THERE IS NO DIRECT OR INDIRECT DISCHARGE OF GROUNDWATER WITHDRAWALS OFF-SITE THE CONTRACTOR SHALL ENSURE THAT THERE IS NO DIRECT OR INDIRECT DISCHARGE OF GROUNDWATER WITHDRAWALS OFF-SITE WITHOUT PROPER PERMITS SECURED. 14. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SERVICES OF AN APPROVED TESTING THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SERVICES OF AN APPROVED TESTING LABORATORY AND SOILS ENGINEER PER PROJECT SPECIFICATIONS, APPLICABLE REGULATORY AGENCIES AND AS MAY BE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. CONTRACTOR TO VERIFY ALL TESTING WITH THE OWNER PRIOR TO COMMENCING CONSTRUCTION. 15. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY APPLICABLE LOCAL CODES AND STANDARDS. WHERE CONFLICTS OR OMISSIONS EXIST, THE APPLICABLE LOCAL CODES AND STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN THE ENGINEER HAS ISSUED WRITTEN APPROVAL. 16. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER AND OWNER'S ENGINEER SHOP DRAWINGS ON ALL PROPOSED ITEMS TO BE CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER AND OWNER'S ENGINEER SHOP DRAWINGS ON ALL PROPOSED ITEMS TO BE USED ON THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. ENGINEER'S APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR THE PERFORMANCE OF THE ITEM. 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK INCLUDING ANY PENALTIES, STOP WORK ORDERS ON ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE CONTRACTOR. 18. WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH THE OWNER'S PLANNED WORK SCHEDULE AND WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH THE OWNER'S PLANNED WORK SCHEDULE AND OTHER WORK BEING PERFORMED ON THE SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES, WHERE NECESSARY, WITH THE OWNER, OTHER CONTRACTORS, AND UTILITY COMPANIES. WORK SCHEDULES SHALL BE COMMUNICATED TO THE OWNER REGULARLY SO THAT THE OWNER'S DAILY USAGE OF THE SITE CAN BE COORDINATED WITH CONSTRUCTION SCHEDULES. 19. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AND COMPACTED TO A FIRMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AND COMPACTED TO A FIRMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH AROUND THE PIPES IN 6" LAYERS UP TO AN UNDISTURBED LEVEL OF AT LEAST 1' ABOVE THE TOP OF THE PIPES. 20. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THEN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 21. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO WEEKS FOLLOWING FINAL INSPECTIONS THE CONTRACTOR SHALL SUBMIT ONE SET OF DRAWINGS TO THE ENGINEER OF RECORD. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS. DRAWING TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UTILITIES AND RELATED ITEMS, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATIONS SHALL BE CLEARLY SHOWN. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES AND VALVE BOXES SHALL BE SHOWN. 31. CONTRACTOR SHALL SOD/SEED/REPLANT ALL DISTURBED AREAS TO ORIGINAL PRE-CONSTRUICTION CONDITIONS. CONTRACTOR SHALL SOD/SEED/REPLANT ALL DISTURBED AREAS TO ORIGINAL PRE-CONSTRUICTION CONDITIONS. 32. FOLLOWING CONSTRUCTION, CONTRACTOR SHALL CLEANUP PROJECT SITE TO ORIGINAL PRE-CONSTRUCTION CONDITIONS. FOLLOWING CONSTRUCTION, CONTRACTOR SHALL CLEANUP PROJECT SITE TO ORIGINAL PRE-CONSTRUCTION CONDITIONS. 33. CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING LOCATION OF PROPOSED LAYDOWN YARDS. UPON COMPLETION OF CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING LOCATION OF PROPOSED LAYDOWN YARDS. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE THE LAYDOWN AREAS TO THEIR ORIGINAL CONDITIONS OR BETTER. 34. CONTRACTOR SHALL PROVIDE OWNER WITH PROPOSED PROJECT PHASING PLANS (IF APPLICABLE) PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE OWNER WITH PROPOSED PROJECT PHASING PLANS (IF APPLICABLE) PRIOR TO CONSTRUCTION. SURROUNDING ADJACENT FACILITIES SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. ANY TEMPORARY FACILITY SHUTDOWNS SHALL BE APPROVED BY OWNER PRIOR TO SHUT DOWN.

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OCCURS

ELASTOMERIC SEALANT

6"Ø ROUND SCH 80 STEEL

FILLED WITH CONCRETE;

PAINT SAFETY YELLOW

9"

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PE06

Sheet Number:Drawn By:

JOB No.

Phase:

Checked By:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

QC Review:

DIESEL FUEL TANK DETAILS

PROJECT

NAME:

No. Date Description

FAB

FUEL STATION EXPANSION

FAB

FAB

12,000 GALLON ABOVEGROUND DIESEL STORAGE TANK DETAIL

NOTES:

1. CONTRACTOR SHALL USE COMPONENTS

THAT SHALL COMPLY WITH ALL (INCLUDING

THROUGHPUT VOLUMES) REQUIREMENTS

OF (NESHAP) EPA REGULATION 40 CFR PART

63 AS APPLICABLE TO THIS PROJECT.

2. REFER TO TANK MANUFACTURER'S DETAILS

AND SPECIFICATIONS FOR ADDITIONAL AST

INFORMATION.

Copyright © Atkins Limited (2023)

+1 813 282 7275 +1 813 282 9767

Tel:

Fax:

4030 West Boy Scout Blvd.

Suite 700 Tampa FL 33607

Tel:

Fax:

www.atkinsglobal.com

C O

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IE

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T Y

F

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ID

A

100086779

2101 W. SR-434

Suite 135 Longwood, Florida 32779

(407) 206-7222

(407) 206-7223 fax

FL. Cert. of Auth. #8326

F U

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T A

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A D

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5 DIESEL FILTRATION SYSTEM PIPING DETAILS

2 TANK GROUNDING DETAIL

COLLIER AREA

TRANSIT

8300 RADIO ROAD

NAPLES, FL 34112

239.352.8097

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PERMIT

08/26/24

08/26/24 Permit Documents

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text WIND LOAD: 1. FLORIDA BUILDING CODE 2020 AND ASCE 7-16 FLORIDA BUILDING CODE 2020 AND ASCE 7-16 2. ROOF LIVE LOAD - N.A. ROOF LIVE LOAD - N.A. 3. WIND - 170 MPH. WIND - 170 MPH. 4. RISK CATEGORY - II RISK CATEGORY - II 5. INTERNAL PRESSURE COEFFICIENT - N.A. INTERNAL PRESSURE COEFFICIENT - N.A. 6. COMPONENTS AND CLADDING - ASSUME 81 PSF. COMPONENTS AND CLADDING - ASSUME 81 PSF. 7. SOIL CAPACITY 2000 PSF ASSUMED. SOIL CAPACITY 2000 PSF ASSUMED. 8. TANK WEIGHS APPROXIMATELY 21,900 LBS. TANK WEIGHS APPROXIMATELY 21,900 LBS. 9. TANK IS STABLE WITH A FACTOR OF SAFETY >1.1 TANK IS STABLE WITH A FACTOR OF SAFETY >1.1 WITH ANCHORAGE.

AutoCAD SHX Text NOTE: TANK AND APPURTENANCES WEIGH APPROXIMATELY 21,900 LBS. BASED ON WIND LOAD FOR COLLIER COUNTY AT 170 MPH PER ASCE 7-16 TANK IS STABLE WITH A FACTOR OF SAFETY IN EXCESS OF ±1.1

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

PROPOSED CONCRETE SLAB (BY OTHERS)

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text PROVIDE 3/4" x12"WEDGE TYPE ANCHORS EMBEDDED 7" INTO CONCRETE (TOTAL 4 AT TANK LEGS) (SEE NOTE FOR WIND LOAD)

AutoCAD SHX Text

TANK SADDLE (TYPICAL OF 2)

AutoCAD SHX Text

NEW UL-2085 12,000 GALLON DOUBLE-WALL ABOVEGROUND STORAGE TANK

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

SECONDARY EMERGENCY VENT

AutoCAD SHX Text

TANK LEVEL MONITOR/PROBE

AutoCAD SHX Text

TANK INTERSTICE SENSOR

AutoCAD SHX Text

CLOCK GAUGE WITH OVERFILL ALARM

AutoCAD SHX Text

FILL TUBE WITH MORRISON 9095AA WITH MORRISON 9095AA 3" OVERFILL PREVENTION VALVE

AutoCAD SHX Text

NEW 12,000 GALLON DOUBLE-WALL UL-2085 DIESEL FUEL ABOVEGROUND TANK

AutoCAD SHX Text

MANWAY

AutoCAD SHX Text

PRIMARY VENT

AutoCAD SHX Text

FILL WITH POSITIVE SHUT OFF DROP TUBE

AutoCAD SHX Text

PRIMARY EMERGENCY VENT

AutoCAD SHX Text 4"x1" DOUBLE TAP BUSHING AND 1" DROP TUBE (SEE DETAIL #1)

AutoCAD SHX Text

1" UNION

AutoCAD SHX Text

1" THREADED NIPPLE

AutoCAD SHX Text

2" THREADED CONNECTOR

AutoCAD SHX Text

OUTSIDE WALL OF TANK

AutoCAD SHX Text

1" MORRISON 910ER MECHANICAL ANTI SIPHON VALVE

AutoCAD SHX Text

1" BALL VALVE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text PROVIDE 3/4" x12" WEDGE TYPE ANCHORSEMBEDDED INTO CONCRETE SLAB (TOTAL 4 AT TANK LEGS)

AutoCAD SHX Text 12' x 40'-9" x 8" THICK 4,000 PSI CONCRETE SLAB (SEE SHEETS 'PE04' & 'PE05')

AutoCAD SHX Text

SPARE 4"

AutoCAD SHX Text

DIESEL FILTRATION RETURN

AutoCAD SHX Text

DIESEL FILTRATION SUCTION WITH DROP TUBE

AutoCAD SHX Text

1" STEEL DROP TUBE WITH FOOT VALVE

AutoCAD SHX Text

SIPHON MANIFOLD AND DROP TUBE

AutoCAD SHX Text

SPARE 4"

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SUCTION

AutoCAD SHX Text 4"x1" DOUBLE TAP BUSHING

AutoCAD SHX Text

1" UNION

AutoCAD SHX Text

1" THREADED NIPPLE

AutoCAD SHX Text

2" THREADED CONNECTOR

AutoCAD SHX Text

OUTSIDE WALL OF TANK

AutoCAD SHX Text

1" BALL VALVE

AutoCAD SHX Text

RETURN

AutoCAD SHX Text 3/4" DIAMETER X 10'-0" LONG COPPER CLAD UL LISTED GROUND ROD OR OTHER ELECTRODE AS SPECIFIED IN NATIONAL ELECTRIC CODE (N.E.C. 250). WITH GROUND CLAMP

AutoCAD SHX Text NOTES: 1. SIZE OF CONDUCTORS SHALL COMPLY WITH N.E.C. TABLE IN SECTION 250. SIZE OF CONDUCTORS SHALL COMPLY WITH N.E.C. TABLE IN SECTION 250. 2. CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 OHMS INSTALL ADDITIONAL GROUND RODS WITH CONDUCTORS CHECK RESISTANCE TO GROUND. IF RESISTANCE EXCEEDS 25 OHMS INSTALL ADDITIONAL GROUND RODS WITH CONDUCTORS SHOWN, SEPARATED AT LEAST 10'-0" UNTIL RESISTANCE IS REDUCED TO 25 OHMS OR LESS (N.E.C. 250). CONTRACTOR MUST DEMONSTRATE TO OWNER OR INSPECTOR THAT RESISTANCE IS 25 OHMS OR LESS. 3. INSTALL ADDITIONAL GROUNDING POINTS AS/IF REQUIRED BY N.E.C. OR OTHER APPLICABLE CODE(S).INSTALL ADDITIONAL GROUNDING POINTS AS/IF REQUIRED BY N.E.C. OR OTHER APPLICABLE CODE(S).

AutoCAD SHX Text

OPTIONAL GROUND ROD BOX

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

BARE #6 COPPER TO GROUND ROD

AutoCAD SHX Text NOTE: WHEN RUNNING ABOVE GROUND, USE CONDUIT TO PROTECT GROUND WIRE WHEREVER POSSIBLE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

MECHANICALLY CONNECT TO GROUND LUG (TYP)

AutoCAD SHX Text

REMOTE FILL BOX MOUNTED TO TANK (BY TANK MANUFACTURER)

AutoCAD SHX Text

3" BALL VALVE

AutoCAD SHX Text

3" SCHEDULE 80 BLACK STEEL FILL PIPE(PRIMED AND PAINTED)

AutoCAD SHX Text

MORRISON 9I8 CLOCK GAUGE AND ALARM

AutoCAD SHX Text

TANK OVERFILL ALARM BOX MORRISON 918 MOUNTED TO FILL PIPE

AutoCAD SHX Text

3" CHECK VALVE

3" UNION

CAST-IN-PLACE CONCRETE

1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

FOLLOWING CODES AND STANDARDS (LATEST EDITIONS):

A. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE."

B. ACI 117 "STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION

AND MATERIALS".

C. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS".

D. ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING,

TRANSPORTING AND PLACING CONCRETE".

E. ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER

CONCRETING".

F. ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION".

G. ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK".

H. ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING

REINFORCED CONCRETE STRUCTURES"

I. ACI MANUAL OF CONCRETE PRACTICE-PARTS 1 THRU 5 AS

APPROPRIATE TO TYPE OF CONSTRUCTION.

J. CRSI "MANUAL OF STANDARD PRACTICE".

2. CONCRETE SHALL BE NORMAL WEIGHT UNO AND SHALL CONFORM TO

ASTM C-94 IN ADDITION TO THE FOLLOWING:

A. PORTLAND CEMENT SHALL MEET ASTM C-150 TYPEI/II.

B1. AGGREGATES FOR SLAB ON GRADE SHALL MEET ASTM C-33

(1" MAX).

B2. AGGREGATES ELSEWHERE SHALL MEET ASTM C-33 (3/4" MAX).

C. AIR ENTRAINING AGENT SHALL MEET ASTM C-260.

D. WATER REDUCING AGENT SHALL MEET ASTM C-494.

E. CALCIUM CHLORIDE SHALL NOT BE USED IN THE MIX.

G. CURING COMPOUND SHALL MEET ASTM C309 TYPE 1 UNO.

3. CONCRETE SHALL HAVE THE MINIMUM ULTIMATE COMPRESSIVE

STRENGTH AT 28 DAYS AS INDICATED BELOW. MIX DESIGNS SHALL BE

APPROVED BY THE ENGINEER BEFORE USE.

CONCRETE MIX REQUIREMENTS

COMPONENT 28-DAY STRENGTH W/C RATIO SLUMP

SLAB-ON-GRADE 4,000 PSI 0.50 4 TO 6 IN

CONCRETE CAST

ABOVE GRADE

4,000 PSI 0.45 4 TO 6 IN

4. FLY ASH, SUBSTITUTING FOR CEMENT, SHALL NOT EXCEED 25% BY

WEIGHT.

5. FOR MASS CONCRETE PLACEMENT AS DEFINED BY ACI 207 FLY ASH,

SUBSTITUTING FOR CEMENT, SHALL NOT EXCEED 30% BY WEIGHT.

6. REINF BARS USED IN CONCRETE SHALL BE GRADE 60 KSI

DEFORMED BAR CONFORMING TO ASTM SPECIFICATION A-615.

REINFORCEMENT SHALL BE RUST,OIL, AND SCALE FREE AND SHALL

BE PLACED AND BENT IN ACCORDANCE WITH THE REFERENCED

STANDARDS INDICATED IN NOTE 1 OF THIS SECTION. SHOP DWGS FOR

REINFORCEMENT LAYOUT, DETAILING, AND PLACING SHALL BE

APPROVED BY THE STRUCT ENGINEER PRIOR TO FABRICATION, SITE

DELIVERY, AND INSTALLATION.

7. WELDED WIRE FABRIC TO BE USED FOR CONCRETE REINFORCEMENT

WHERE INDICATED SHALL CONFORM TO ASTM A-185 AND SHALL BE

FURNISHED IN FLAT SHEETS (RATHER THAN ROLLS). FABRIC SHALL BE

SUPPORTED ON CHAIRS TO MAINTAIN THE PROPER LOCATION WITHIN

THE CONCRETE AND SHALL BE PLACED IN ACCORDANCE WITH THE

REFERENCED STANDARDS INDICATED IN NOTE 1 OF THIS SECTION.

MINIMUM LAP SHALL BE TWO PANELS.

8. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI STANDARDS

AND SPECIFICATIONS UTILIZING A CURING COMPOUND WITH

FUGITIVE DYE. THE CONTRACTOR SHALL BEGIN CONCRETE CURING

IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETED.

9. CONCRETE ADMIXTURES SHALL BE UTILIZED ONLY WITH PRIOR

APPROVAL FROM THE STRUCT ENGINEER.

10. CONCRETE ADDITIVES SHALL BE COORDINATED BY THE CONTRACTOR

TO INSURE COMPATIBILITY WITH FLOOR COVERINGS, EXPOSED,

POLISHED, AND STAINED FINISHES AS SPECIFIED BY THE ARCH.

11. CONCRETE TESTING SHALL BE REQUIRED FOR CIP CONCRETE

ELEMENTS AND SHALL BE PERFORMED BY A QUALIFIED, INDEPENDENT

TESTING LAB. MINIMUM TESTING SHALL BE FOR SLUMP IN

ACCORDANCE WITH ASTM C143 AND FOR COMPRESSIVE STRENGTH

IN ACCORDANCE WITH ASTM C39.

12. COMPRESSIVE STRENGTH TESTING SHALL BE CONDUCTED FOR EACH

CLASS, FOR EVERY FIFTY CUBIC YARDS OF CONCRETE PLACED PER

DAY. PLACEMENTS LESS THAN FIFTY CUBIC YARDS SHALL ALSO BE

TESTED PER DAY FOR EACH CLASS. A MINIMUM OF FOUR LAB-CURED

AND SIX FIELD-CURED CYLINDERS SHALL BE COLLECTED. TWO

CYLINDERS SHALL BE KEPT IN RESERVE AND TESTED, IF NECESSARY,

WITH PRIOR APPROVAL FROM THE STRUCT ENGINEER.

13. MIX DESIGN SUBMITTALS SHALL BE SENT TO THE STRUCT ENGINEER

FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT AND

SHALL BE UNIQUELY IDENTIFIED WITH MIX NUMBER AND EXACT

LOCATION WHERE MIX WILL BE PLACED ON THE STRUCTURE.

SUBMITTALS SHALL INCLUDE DATA FROM RECENT FIELD AND LAB

CYLINDER TESTS AND STATISTICAL, TESTED BACK-UP DATA PER ACI

318.

14. CONCRETE TICKETS FOR CONCRETE MIXES DELIVERED TO THE SITE

SHALL IDENTIFY THE EXACT TIME THAT THE MIX IS BATCHED.

CONCRETE PLACEMENT SHALL OCCUR WITHIN ONE AND A HALF

HOURS FROM THE TIME THE PROPORTIONED…