Pinellas_County_Public_Works_-_22211_US_Hwy_19_N_-_AST_Insta_(003).pdf

PINELLAS COUNTY PUBLIC WORKS

SHEET NO. SHEET TITLE

PROPERTY ID: 08-29-16-00000-320-0100

9685 ULMERTON RD

LARGO, FLORIDA 33771

ABOVEGROUND STORAGE TANK CONSTRUCTION PLANS FOR:

SITE

VICINITY MAP DRAWING INDEXPROJECT TEAM

IEG JOB NO. 265-01.00

C5.0

C3.0

C2.0

C1.0

CS.1 COVER SHEET

DEMOLITION PLAN

SITE PLAN

TANK DETAILS

PROPERTY OWNER:

PINELLAS COUNTY

315 COURT STREET

CLEARWATER, FL 33756

CIVIL ENGINEER:

INFINITY ENGINEERING GROUP, LLC

1208 EAST KENNEDY BOULEVARD SUITE 230

TAMPA, FLORIDA 33602

PH: (813) 434-4770

FAX: (813) 445-4211

CONTACT: NISIT SAPPARKHAO

CLIENT:

DEPARTMENT OF ADMINISTRATIVE SERVICES

(DAS)

PROJECT LOCATION:

PUBLIC WORKS CAMPUS

OVERALL SITE PLAN

C5.1 TANK DETAILS

NISIT SAPPARKHAO, P.E.

FL REG. NO. 64085

SITE

PINELLAS

COUNTY

PLANS PREPARED BY:

1208 East Kennedy Boulevard Suite 230

Tampa, Florida 33602

[p]: 813.434.4770 [f]: 813.445.4211 www.iegroup.net

INFINITY ENGINEERING

GROUP, LLC

Cert. of Auth. No. 27889

BRIEF SCOPE OF WORK:

FOUR (4) NEW 20,000 GALLON ABOVEGROUND STORAGE TANK AND TANK TOP

EQUIPMENT, TANK MONITORING SYSTEM, FUEL MANAGEMENT SYSTEM,

DISPENSERS, PIPING, AND ASSOCIATED ELECTRICAL WORK

DETAILED SCOPE OF WORK:

1. TEMPORARILY BARRICADE OFF WORK AREAS

2. REMOVE EXISTING UNDERGROUND STORAGE TANKS AND ALL ASSOCIATED

TANK EQUIPMENT.

3. INSTALL NEW 59' x 43' x 10" CONCRETE TANK SLAB

4. INSTALL FOUR (4) NEW 20,000 DOUBLE WALL ABOVEGROUND FIREGUARD

TANK WITH WALKING PLATFORM AND LADDER

5. INSTALL NEW TANK TOP EQUIPMENT

6. REMOVE AND REPLACE NEW TANK MONITORING SYSTEM

7. REMOVE AND REPLACE NEW DISPENSER AND DISPENSER SUMP

8. REMOVE AND REPLACE FUEL MANAGEMENT SYSTEM

9. REMOVE AND REPLACE ELECTRICAL WIRING AND ASSOCIATE ACCESSORIES

10. REMOVE AND REPLACE NEW EMERGENCY STOP SWITCH

11. INSTALL NEW STAND-ALONE DEF TANK WITH DISPENSER NOZZLE AND HOSE

REELS

12. INSTALL NEW FIRE EXTINGUISHERS

13. INSTALL NEW LIGHT POLE

14. INSTALL NEW OVERFILL ALARM, REMOTE FILL BOXES AND TRANSITION SUMP

15. INSTALL NEW OUTDOOR ELECTRICAL PANEL

PERMITS REQUIRED:

1. PINELLAS COUNTY BUILDING PERMIT

2. PINELLAS COUNTY HABITAT PERMIT

3. FLORIDA DEPARTMENT OF HEALTH IN PINELLAS

COUNTY PLAN REVIEW (ON BEHALF OF FDEP)

C6.0 DETAILS

C6.1 DETAILS

SHEET 1 OF 4 SURVEY

SHEET 2 OF 4 SURVEY

SHEET 3 OF 4 SURVEY

SHEET 4 OF 4 SURVEY

C7.0 TANK PATH

C5.2 TANK DETAILS

E-000 ELECTRICAL GENERAL NOTES & LEGEND

E-101 ELECTRICAL SITE PLANS

E-102 HAZARDOUS AREA CLASSIFICATION DETAILS FOR TANKS

E-103

E-104 TANK AREA ENLARGED POWER PLAN

E-105 TANK AREA ENLARGED SYSTEMS PLAN

E-106 FUEL CANOPY ENLARGED POWER PLAN

E-107 FUEL CANOPY ENLARGED SYSTEMS PLAN

E-108

RACK EQUIPMENT ENLARGED PLANS

HAZARDOUS AREA CLASSIFICATION DETAILS FOR TANKS

E-109

POWER RISER DIAGRAM AND FAULT STUDY

E-110

ELECTRICAL DETAILS

E-111

PANEL SCHEDULES

S0.1 ELECTRICAL GENERAL NOTES

S2.0 CANOPY PLAN VIEW AND SECTION

S3.0 CANOPY DETAILS

C0.1 CIVIL SPECIFICATIONS

C0.2 SPECIFICATIONS AND GENERAL NOTES

E-001 FIBER OPTIC CABLE SYSTEM SPECIFICATION

FUEL CANOPY ENLARGED LIGHTING AND GROUNDING PLAN

FUEL CANOPY ENLARGED LIGHTING AND CAMERA PLAN

E-112

E-113

C4.0 GRADING PLAN1

WHITE - PROPOSED EXCAVACTION.

YELLOW - GAS, OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS.

PINK - TEMPORARY SURVEY MARKINGS.

RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CABLES.

GREEN - SEWERS AND DRAIN LINES.

PURPLE - RECLAIMED WATER, IRRIGATION AND SLURRY LINES.

BLUE - POTABLE WATER.

ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT.

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING

THIS WORK PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA.

3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY

OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR.

4. 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 INSTRUCTION.

5. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION.

6. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES

HAVING JURISDICTION OVER THE WORK, INCLUDING LANDSCAPING.

7. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED 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 CONTRACTOR'S

RESPONSIBILITY FOR PERFORMANCE OF THE ITEM.

8. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE

HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR'S AND UTILITY COMPANIES.

9. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AND COMPACTED TO A FIRMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH AROUND PIPES IN 6" LAYERS UP TO AN UNDISTURBED LEVEL OF AT LEAST 1' ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99.

10. CONCRETE DRIVE SLAB SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED, SPECIFIED OR REQUIRED.

11. REINFORCING SHALL BE #5 REBAR CONFORMING TO ASTM A615 GRADE 40 OR BETTER.

12. THE CONTRACTOR/SUBCONTRACTOR SHALL PLACE A 1" DEEP CONTRACTION JOINT EVERY 4' IN THE SIDEWALK.

13. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1994, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO.

14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN 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.

15. 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 INSPECTION THE CONTRACTOR SHALL SUBMIT ONE SET OF RECORD DRAWINGS TO THE ENGINEER OF RECORD. THE FINAL RECORD DRAWINGS SHALL COMPLY

WITH THE FOLLOWING REQUIREMENTS:

a. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.

b. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UTILITIES, AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS

SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, ETC.

c. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY

FIELD ORDER OR BY CHANGE ORDER.

d. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE

FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN.

e. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN.

f. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL UTILITIES INCLUDING THE SANITARY SEWER, WATER, PRODUCT PIPING, AND STORM WATER COLLECTION SYSTEM (I.E. PIPES, INLETS, AND PONDS). THE CONTRACTOR SHALL PROVIDE FOUR COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER.

16. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER.

17. SOILS ENGINEER TO SUPPLY THE DESIGN ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, ASPHALT RESULTS, AND CONCRETE RESULT.S THE SOILS ENGINEER IS TO CERTIFY TO THE DESIGN ENGINEER IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS FOR THE ON-SITE HAVE BEEN

SATISFIED.

18. IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO ENSURE DIFFERENTIATION FROM

POTABLE WATER PIPING.

19. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

20. OWNER SPECIFIC SPECIFICATIONS TO BE PROVIDED TO CONTRACTOR DURING BIDDING.

1. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL.THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY

TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA.

2. ALL UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED AS REQUIRED PRIOR TO BASE AND SURFACE CONSTRUCTION.

3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC.

AT 1-800-432-4770. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "SUNSHINE" FORTY-EIGHT (48) HOURS PRIOR TO

ANY CLEARING OF CONSTRUCTION TO IDENTIFY ALL UTILITY LOCATIONS.

ALL UTILITIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING SHOULD BE CONTACTED BY THE

CONTRACTOR:

a. GAS

b. TELEPHONE

c. CABLE

d. POWER

e. CITY/COUNTY WATER AND SEWER

f. CITY/COUNTY/STATE TRAFFIC SIGNAL UTILITY (FIBER, HARDWIRE TRAFFIC SIGNAL INTERCONNECT)

5. THE LOCATION OF ALL EXISTING UTLITIES SHOWN ON THE PLANS ARE AS PER PREVIOUS RECORD DRAWINGS/SITE SURVEY. THE ENGINEER ASSUMES NO RESPONSIBILITY OF LOCATING UNDERGROUND UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES ACCURATELY AND NOTIFY THE ENGINEER IN CASE OF DISCREPANCY WITH WHAT IS SHOWN ON THE PLANS.

CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF EXISTING UTILITIES WITH THE OWNER. THE CONTRACTOR SHALL EXERCISE OF THESE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER

SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR SHALL COOPERATE WITH

THE

UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

6. COLOR CODE FOR MARKING UNDERGROUND UTILITY LINES

1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS; TAKE NECESSARY PROTECTIVE MEASURES SUCH AS SIGNAGE, BARRICADES, AND INSPECTION TO PROTECT MEMBERS OF THE GENERAL PUBLIC FROM UNSAFE CONDITIONS. FEDERAL REGULATIONS ARE PRESENTED IN THE CODE OF FEDERAL REGULATIONS AND ENFORCED BY THE OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA), AN AGENCY IN THE U.S. DEPARTMENT OF LABOR.

2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKERS FROM HAZARDS WITHIN THE PROJECT LIMITS.

3. ALL TRAFFIC CONTROL MARKINGS, FLAGGERS, AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY

ADMINISTRATION.

4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY

THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.

1. ALL DELETERIOUS MATERIAL (I.E., MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER'S ENGINEER OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND

COMPACTED AS SHOWN ON THESE PLANS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.

DEWATERING SHALL BE USED AS REQUIRED, AND PERMITTED THROUGH LOCAL GOVERNMENTAL AGENCIES AND WATER MANAGEMENT

DISTRICT PER CURRENT REGULATIONS.

3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON

DRAWINGS.

4. REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL

FDOT TYPE CURBING AND GUTTERS CALLED FOR ON THESE PLANS.

5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED.

CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES.

6. PRIOR TO CONSTRUCTION OF CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE

OWNER'S ENGINEER FOR REVIEW.

7. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY

STRUCTURE.

8. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO FDOT STANDARD INDEX NO.

17346, SHEETS 1-7. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. ON-SITE STRIPE COLOR SHALL BE WHITE EXCEPT AS SHOWN ON THE ENGINEERING PLANS. PARKING STALL STRIPING SHALL BE COMPATIBLE WITH THE PAVEMENT TYPE (IE CONCRETE, ASPHALT) AND SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL.

9. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.

CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT TO YIELD A STRAIGHT MERGING POINT FOR NEW AND EXISTING PAVEMENT.

10. CONTRACTOR SHALL INSTALL STORM PIPING AND CULVERTS IN ACCORDANCE WITH FDOT INDEX 205 AND PLACE EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES.

11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT TO THE TESTING SCHEDULE REQUIRED BY 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. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT TO THE OWNER'S ENGINEER CERTIFICATIONS STATING THAT ALL

REQUIREMENTS HAVE BEEN MET.

1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO

REMAIN.

2. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE

REGULATIONS.

3. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES.

4. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED

AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS.

5. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (STRAW BALE OR STAKED SILT FENCE) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO RECOVER SAID EARTH TO

THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.

6. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING

SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS.

7. THERE SHALL BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING LAKE SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER AND LOCAL REGULATORY AGENCY PRIOR TO

CONSTRUCTION.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO

REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE.

GENERAL CONSTRUCTION NOTES

STANDARD UTILITY NOTES

CLEARING AND EROSION CONTROL NOTES

PAVING AND GRADING NOTES

SAFETY NOTES

Sheet

Scale

Project No.

Date

R ev is io n/ Is su e

N o.

D at e

Client Name and Address

Pr oj ec t N am e an d

Ad dr es s

Sh ee t T itl e

Date

AS NOTED

NISIT SAPPARKHAO, P.E.

FL REG. NO. 64085

1208 East Kennedy Boulevard Suite 230

Tampa, Florida 33602

[p]: 813.434.4770 [f]: 813.445.4211 www.iegroup.net

INFINITY ENGINEERING

GROUP, LLC

Cert. of Auth. No. 27889

10410 125th STREET

SEMINOLE, FLORIDA 33778

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1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND RELATED OFF-SITE WORK SO AS TO ESTABLISH THE DESIRED SUBGRADE, FINISH GRADES AND SLOPES

SPECIFIED WITHIN THE PLANS.

2. ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE EXCAVATION. ALL SHORING AND ASSOCIATED TEMPORARY STRUCTURES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL AND INSTALLED PURSUANT TO OSHA REQUIREMENTS.

EARTHWORK

1. UNSATISFACTORY SOILS CONSIST OF SOIL CLASSIFICATION GROUPS ML, OL, CH, MH, OH, AND PT, OR A COMBINATION OF THESE GROUPS. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 3 PERCENT OF

OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION.

2. SATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GROUPS AS IDENTIFIED ON THE DRAWINGS, OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATERIAL.

SOIL MATERIAL

1. PROOF-ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITH HEAVY PNEUMATIC-TIRED EQUIPMENT TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES.

A. COMPLETELY PROOF-ROLL SUBGRADE IN TWO DIRECTIONS, REPEATING PROOF ROLLING IN DIRECTION PERPENDICULAR

TO FIRST DIRECTION. LIMIT VEHICLE SPEED TO 3 MPH,

B. PROOF-ROLL WITH A LOADED 10-WHEEL, TANDEM-AXLE DUMP TRUCK WEIGHING NOT LESS THAN 15 TONS.

C. EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS AND AREAS OF EXCESSIVE PUMPING OR RUTTING, AS DETERMINED BY

ENGINEER AND REPLACE WITH COMPACTED BACKFILL OR FILL AS DIRECTED.

2. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES AS DIRECTED BY ENGINEER, WITHOUT ADDITIONAL COMPENSATION.

SOIL MATERIAL

THE CONTRACTOR SHALL PLACE AND COMPACT BACKFILL IN EXCAVATIONS PROMPTLY, BUT NOT BEFORE COMPLETING THE

FOLLOWING:

A. CONSTRUCTION BELOW FINISH GRADE INCLUDING, WHERE APPLICABLE, SUBDRAINAGE, DAMPPROOFING, WATERPROOFING, AND PERIMETER INSULATION.

B. SURVEYING LOCATIONS OF UNDERGROUND UTILITIES FOR RECORD DRAWINGS.

C. TESTING AND INSPECTING UNDERGROUND UTILITIES.

D. REMOVING CONCRETE FORMWORK.

E. REMOVING TRASH AND DEBRIS.

F. REMOVING TEMPORARY SHORING AND BRACING, AND SHEETING.

G. INSTALLING PERMANENT OR TEMPORARY HORIZONTAL BRACING ON HORIZONTALLY SUPPORTED WALLS.

BACKFILL

1. FILL OR BACKFILL REQUIRED TO DEVELOP PROPOSED GRADE SHOULD BE INORGANIC, CLEAN TO SLIGHTLY FINE SANDS, FREE OF UNSUITABLE DEBRIS. FOR EXAMPLE, SOILS WITH A UNIFIED SOIL CLASSIFICATION OF SP TO SP-SM WOULD CERTAINLY BE

CONSIDERED SUITABLE.

2. THE FILL OR BACKFILL SHOULD BE PLACED IN LIFT THICKNESSES NOT EXCEEDING 9 INCHES FOR HAND GUIDED VIBRATORY COMPACTION EQUIPMENT WITH EACH LIFT COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. THINNER LIFTS MAY BE REQUIRED DEPENDING UPON COMPACTOR SIZE AND PERFORMANCE.

MOISTURE CONTENT WITHIN THE FILL SOIL SHOULD BE CONTROLLED TO WITHIN +/-2% OF OPTIMUM AS ASTABLISHED IN ASTM D-1557 TO HELP ENSURE DEVELOPMENT OF BOTH DENSITY AND STABILITY DURING COMPACTION OPERATIONS. NO FEWER THAN SIX (6) TO EIGHT (8) COVERAGES SHOULD BE MADE ON EACH LIFT USING THE ABOVE SPECIFIED SMALL, VIBRATORY

ROLLER.

3. DENSITY TESTS SHOULD ALSO BE USED TO CONTROL FILL AND BACKFILL PLACEMENT. AT LEAST ONE (1) DENSITY TEST SHOULD BE PERFORMED FOR EACH 2500 FT2 PER FILL LIFT. NO FEWER THAN TWO (2) TESTS SHOULD BE PLANNED PER FILL

LIFT.

FILL OR BACKFILL PLACEMENT

SLAB ON GRADE CONSTRUCTION MAY BE UTILIZED. TO MAINTAIN SLAB SUPPORT, CARE SHOULD BE TAKEN SO THAT ALL EXCAVATIONS MADE FOR FOUNDATIONS AND UTILITIES ARE BACKFILLED WITH SUITABLE FILL COMPACTED IN THIN LIFTS WITH A SMALL COMPACTOR. BEFOR BACKFILL IS PLACED, ALL WATER AND LOOSE DEBRIS SHOULD BE REMOVED FROM THESE

EXCAVATIONS.

FOUNDATION DESIGN

1. THE TESTING AGENCY WILL INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. CONTRACTOR SHALL PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH

REQUIREMENTS.

2. FOUNDATION SUBGRADE: AT FOUNDATION SUBGRADES, AT LEAST ONE TEST OF EACH SOIL STRATUM WILL BE PERFORMED TO VERIFY DESIGN BEARING CAPACITIES. SUBSEQUENT VERIFICATION AND APPROVAL OF OTHER FOOTING SUBGRADES MAY BE BASED ON A VISUAL COMPARISON OF SUBGRADE WITH TESTED SUBGRADE WHEN APPROVED BY ENGINEER.

3. THE TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D 1556, ASTM D 2167, ASTM D 2922, AND ASTM D 2937, AS APPLICABLE. TESTS WILL BE PERFORMED AT THE FOLLOWING LOCATIONS AND FREQUENCIES:

A. PAVED AND BUILDING SLAB AREAS: AT SUBGRADE AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST 1 TEST FOR EVERY 10,000 SQ. FT. OR LESS OF PAVED AREA OR BUILDING SLAB, BUT IN NO CASE FEWER THAN 3 TESTS.

B. FOUNDATION WALL BACKFILL: AT EACH COMPACTED BACKFILL LAYER, AT LEAST 1 TEST FOR EACH 100 FEET OR LESS OF

WALL LENGTH, BUT NO FEWER THAN 2 TESTS.

C. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER, AT LEAST 1 TEST FOR EACH 150 FEET OR

LESS OF TRENCH LENGTH, BUT NO FEWER THAN 2 TESTS.

4. IF THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND

RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED.

5. ALL FIELD QUALITY CONTROL TESTS THAT FAIL TO MEET THE SPECIFIED COMPACTION DENSITY SHALL BE REPORTED TO THE

ENGINEER.

FIELD QUALITY CONTROL

GENERAL SPECIFICATIONS:

200 CONCRETE

200.1 CONCRETE TO BE IN ACCORDANCE WITH ACI 318-11/318R-11 "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE AND COMMENTARY".

200.2 ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WITH STANDARD ACCESSORIES

WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE

PROVIDED BY CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS.

200.3 CONCRETING SHOULD BE CARRIED ON AT SUCH A RATE THAT THE CONCRETE IS AT ALL TIME PLASTIC.

200.4 CONCRETE FOR FOOTINGS SHALL BE NORMAL WEIGHT WITH A COMPRESSIVE STRENGTH AT

28 DAYS NO LESS THAN 4,000 PSI; FOR SLABS ON GRADE 4,000 PSI.

200.5 PARTIALLY HARDENED CONCRETE, CONTAMINATED CONCRETE, RE-TEMPERED CONCRETE, AND CONCRETE THAT HAS BEEN RE-MIXED AFTER IT HAS TAKEN ITS INITIAL SET ARE NOT TO BE USED IN NEW CONCRETE

PLACEMENT.

200.6 ALL REINFORCING STEEL SHALL BE CLEAN AND FREE OF MUD, OIL, RUST, AND OTHER COATINGS THAT WOULD IMPAIR PROPER BOND TO CONCRETE. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD

STRENGTH OF 60,000 PSI AND SHALL CONFORM TO ASTM A-615.

200.7 MINIMUM COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS:

CONCRETE CAST AGAINST AND 3"

PERMANENTLY EXPOSED TO EARTH 1 1/2"

CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BAR AND SMALLER 1 1/2"

#6 BARS AND LARGER 2"

CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

SLABS, WALLS, AND JOISTS 1"

BEAMS (TO STIRRUPS) 1 1/2"

COLUMNS AND PIERS (TO TIES) 1 1/2"

200.8 ALL WELDED WIRE REINFORCING SHALL CONFORM TO ASTM A-185, LAP SPLICE 6".

200.9 DETAIL ALL REINFORCEMENT IN ACCORDANCE WITH ACI 315.

200.10 SPLICE IN ALL REINFORCING SHALL BE CLASS B AS CALCULATED PER ACI 318 AND AS SHOWN ON THESE

DWGS, WHICHEVER IS GREATER.

200.11 REBAR SHALL BE CONTINUOUS AROUND ALL CORNERS AND INTERSECTIONS OF WALLS, BEAMS, AND

FOOTINGS. PROVIDE CORNER BARS AS REQUIRED.

200.12 UNLESS OTHERWISE SHOWN OR NOTED, REINFORCING INDICATED TO BE EPOXIED INTO CONCRETE SHALL BE INSTALLED BY PRE-DRILLING A MINIMUM OF 5" INTO CONCRETE FOR #4 BARS; 6" FOR #5 BARS; 7" FOR #6 BARS; AND 8" FOR #7 BARS. BARS SHALL BE SECURED WITH HILTI HIT RE 500 SD TWO PART EPOXY. INSTALL IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.

DISCONTINUE AND RELOCATE IF REINFORCING IS ENCOUNTERED WITHIN THE CURED CONCRETE.

200.13 TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW

THE BARS.

200.14 SLAB-ON-GRADE: FINISH TO MATCH EXISTING

200.15 THE CONCRETE MIX SHALL NOT CONTAIN ANY PORTION OF FLY ASH.

001 GENERAL

001.1 GENERAL NOTES AND TYPICAL DETAILS APPLY TO ALL STRUCTURAL FEATURES UNLESS

OTHERWISE SHOWN OR NOTED. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR

ON THE DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME

CHARACTER AS FOR SIMILAR CONDITIONS.

001.2 ANCHORS ARE TO BE INSTALLED WITHIN A TOLERANCE OF 1/4" OF SPECIFIED LOCATION.

001.3 A SOIL OR WASTE PIPE OR A BUILDING DRAIN, ETC PASSING UNDER A FOOTING OR THROUGH FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH, OR THERE SHALL BE BUILT INTO

THE WALL OR FOUNDATION AN IRON PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE

PASSING THROUGH FOR PIPES 6" AND LESS AND ONE PIPE SIZE GREATER THAN PIPE PASSING

THROUGH FOR PIPES GREATER THAN 6" .

001.4 CONTRACTOR SHALL OBTAIN GEOTECHNICAL ENGINEER SOIL INVESTIGATION AND PROVIDE

A COMPREHENSIVE REPORT TO THE CANOPY MANUFACTURER'S SPECIALITY ENGINEER PRIOR

TO COMMENCING THE CANOPY DESIGN OR 2,000 PSF SOIL BEARING CAPACITY MAY BE USED

FOR BASIS OF DESIGN, THIRD PARTY CERTIFIED TESTING AGENCY SHALL PERFORM TO

CONFIRM 2,000 PSF SOIL BEARING CAPACITY PRIOR TO INSTALL OF FOUNDATIONS.

001.5 IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE ALL WORK IS PERFORMED IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

001.6 REFER TO ELECTRICAL AND CANOPY DRAWINGS FOR SIZE AND LOCATION OF ALL SLAB

AND CANOPY COLUMN OPENINGS NOT SHOWN OR OTHERWISE NOTED ON THE STRUCTURAL

DRAWINGS.

001.7 DIMENSIONS SHALL NOT BE SCALED.

001.8 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME.

WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND/OR DATA

PRESENTED ON THESE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ATTENTION

OF THE OWNER IMMEDIATELY AND NECESSARY ADJUSTMENTS MADE PER THEIR

INSTRUCTIONS.

001.9 COORDINATE BONDING OF FOUNDATION REBAR TO ELECTRICAL GROUND WITH ELECTRICAL

CONTRACTOR.

001.10 SPECIALTY ENGINEER REQUIREMENTS: THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS

IS ON RECORD STARTING THE RESPONSIBILITIES OF PROFESSIONAL ENGINEERS, PURSUANT

TO RULES 61G15-31.003. CERTAIN COMPONENTS OF THE SUBJECTS STRUCTURE REQUIRES

THE WORK OF SPECIALTY ENGINEER. ALL PROCEDURES STATED IN RULES 61G15-003

STATEMENT SHALL APPLY TO THIS PROJECT.

001.11 SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THESE CONTRACT DOCUMENTS SHALL

BE OF THE LATEST EDITION APPROVED BY THE APPROPRIATE REGULATORY AGENCIES.

001.12 ALL FINISHED SLAB ON GRADE SHALL SLOPE DOWNWARD NO GREATER THAN 2%.

001.13 SHOP DRAWINGS AND CALCULATIONS FOR ALL SPECIALTY ENGINEERED BUILDING ELEMENTS MUST BE SIGNED AND SEALED BY THE CURRENTLY REGISTERED, FLORIDA SPECIALTY ENGINEER

RESPONSIBLE FOR THE DESIGN AT TIME OF SUBMISSION.

001.14 TREES THAT IMPACT FUEL TANK ENVELOPE MUST BE TRIMMED OR REMOVED.

UNLESS NOTED OTHERWISE IN THE INSTRUCTIONS TO BIDDERS, THIS PROJECT SHALL BE

BID BY A PRE·QUALIFIED LICENSED GENERAL CONTRACTOR. SUBCONTRACTORS SHALL

HAVE THE NECESSARY SPECIALITY STATE AND LOCAL LICENSES AS REQUIRED TO

PERFORM PETROLEUM DISTRIBUTION AND FUEL STORAGE WORK. ALL SECTIONS ARE

INTERRELATED AND WHAT IS CALLED FOR BY ONE SECTION SHALL BE DEEMED AS

REQUIRED BY THE OTHER SECTIONS. TYPES OF MATERIAL MAY BE SPECIFIED BY

MANUFACTURER'S NAME AND CATALOG NUMBER IN ORDER TO ESTABLISH STANDARDS OF

QUALITY AND PERFORMANCE, UNLESS STATED OTHERWISE. THE BIDDER MAY ASSUME

"OR EQUIVALENT AS APPROVED BY THE OWNER AND ENGINEER". BIDDER MUST REQUEST

THE OWNER'S AND ENGINEER'S APPROVAL IN WRITING TO SUBSTITUTE SUCH ITEM FOR

THE SPECIFIED ITEM.

FURNISH ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS FOR THE WORK INDICATED ON

THE DRAWINGS OR AS SPECIFIED HEREIN. ALL MATERIALS AND APPLIANCES, OBVIOUSLY

PART OF THE ELECTRICAL SYSTEMS AND NECESSARY FOR ITS PROPER OPERATION BUT

NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, SHALL BE FURNISHED

AND INSTALLED WITHOUT ADDITIONAL CHARGE.

UNDERGROUND AND OTHER FUEL SYSTEM WORK SHALL BE PERFORMED BY A

CONTRACTOR OR SUB·CONTRACTOR SPECIFICALLY LICENSED BY THE STATE OF FLORIDA

FOR SUCH WORK.

BIDDER SHALL VISIT THE SITE OF THE PROJECT TO ACQUAINT HIMSELF WITH THE

DIFFICULTIES WHICH MAY AFFECT THE EXECUTION OF THE WORK AS SHOWN ON THE

DRAWINGS AND AS SPECIFIED HEREIN. THE SUBMISSION OF A BID PROPOSAL SHALL BE

CONSTRUED AS EVIDENCE THAT SUCH A VISIT AND INVESTIGATION HAS BEEN MADE.

CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS FOR DIFFICULTIES ENCOUNTERED SHALL

NOT BE CONSIDERED.

DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHOW THE ARRANGEMENT OF FIXTURES,

EQUIPMENT AND CONDUIT. CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISH

CONDITIONS AFFECTING THIS WORK AND ARRANGE THIS WORK ACCORDINGLY. SHOULD

CONDITIONS ON THE JOB MAKE IT NECESSARY TO REARRANGE CONDUIT OR EQUIPMENT,

SO ADVISE THE ENGINEER OR OWNER AND SECURE APPROVAL BEFORE PROCEEDING

WITH SUCH WORK. COORDINATE ALL WORK WITH OTHER TRADES AND THE OWNER.

WHERE EQUIPMENT IS IDENTIFIED BY MANUFACTURER AND CATALOG NUMBER, IT SHALL

BE CONSTRUED AS THE MINIMUM BASE OF DESIGN REQUIREMENTS FOR QUALITY AND

PERFORMANCE. CONTRACTOR MAY SUBMIT FOR APPROVAL SIMILAR EQUIPMENT OF

OTHER MANUFACTURERS AS SUBSTITUTION. THE OWNER'S AND ENGINEER'S DECISION

REGARDING ACCEPTABILITY SHALL BE FINAL AND BINDING.

PROVIDE AND MAINTAIN AT THE SITE A SET OF PRINTS ON WHICH SHALL BE ACCURATELY

SHOWN THE ACTUAL INSTALLATION OF ALL WORK UNDER THIS CONTRACT INCLUDING

CHANGES IN SIZES, LOCATIONS AND DIMENSIONS. THE PROGRESS PRINTS SHALL BE

AVAILABLE FOR REVIEW BY THE ENGINEER OR OWNER. AT THE COMPLETION OF THE

WORK, PREPARE A SET OF RECORD DRAWINGS OF THE WORK AS ACTUALLY NOTED ON

THE MARKED·UP PRINTS, INCLUDING DIMENSIONED LOCATION OF ALL UNDERGROUND

CONDUITS.

SUBMIT FOR APPROVAL, COMPLETE SHOP DRAWINGS INCLUDING THE DETAILS OF ALL

MATERIALS, EQUIPMENT AND SYSTEMS TO BE FURNISHED UNDER THIS SECTION. SUBMIT

ONE (1) PRINTED COPY, AND ELECTRONIC COPY OR AS REQUIRED BY THE CONTRACT

DOCUMENTS. SUBMITTAL SHALL INCLUDE THE TYPE OF MATERIAL, MANUFACTURER,

TECHNICAL SPECIFICATIONS, DIMENSIONS, AND CATALOG OR MODEL NUMBER FOR EACH

ITEM. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM THE

RESPONSIBILITY OF SHOP DRAWING ERRORS OR OMISSIONS. THE CONTRACTOR SHALL

CAREFULLY CHECK AND CORRECT ALL SHOP DRAWINGS PRIOR TO SUBMISSION FOR

REVIEW. SUBMIT ALL MANUFACTURERS INSTALLATION MANUALS FOR REVIEW BY

ENGINEER AND OWNER PRIOR TO THE COMMENCEMENT OF WORK.

PROVIDE A MINIMUM OF FOUR (4) PRINTED COPIES AND ONE ELECTRONIC COPY OF

COMPLETE OPERATING AND MAINTENANCE MANUALS AS PART OF THE PROJECT

CLOSEOUT.

FURNISH ALL LABOR, MATERIALS, INSTRUMENTS, SUPPLIES AND SERVICES AND BEAR ALL

COSTS FOR THE ACCOMPLISHMENT OF TESTS AND INSPECTIONS HEREIN SPECIFIED OR AS

REQUIRED BY OWNER & ENGINEER INCLUDING ALL THIRD PARTY TESTS REQUIRED BY

CODES OR REGULATIONS AND/OR REQUIRED AT THE JOB SITE. CORRECT ALL DEFECTS

APPEARING UNDER TEST, AND REPEAT THE TEST UNTIL NO DEFECTS ARE DISCLOSED. THE

CONTRACTOR SHALL DEMONSTRATE THE OPERATION OF ALL SYSTEMS AND EQUIPMENT

TO THE SATISFACTION OF THE ENGINEER AND OWNER. PROVIDE ALL PERSONNEL AND

TEST EQUIPMENT AS REQUIRED TO CONFIRM AND DEMONSTRATE THE PROPER

OPERATION OF ALL SYSTEMS AND EQUIPMENT. COORDINATE AND OBTAIN ALL PERMITS,

TESTING AND INSPECTIONS AS REQUIRED BY LOCAL, COUNTY AND STATE AUTHORITIES

HAVING JURISDICTION.

PROVIDE A ONE·YEAR WARRANTY FOR ALL LABOR AND MATERIALS.

ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION SHALL BE NEW AND

COMPLY WITH APPLICABLE STANDARDS OF THE FOLLOWING AUTHORITIES. WHERE THE

CONTRACT DOCUMENTS PRESCRIBE MORE RIGOROUS QUALIFICATIONS, THE DOCUMENTS

SHALL GOVERN:

FLORIDA FIRE PREVENTION CODE

UNDERWRITERS' LABORATORIES, INC, (UL)

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

FLORIDA BUILDING CODE 2017, BUILDINGS

NATIONAL ELECTRICAL CODE AS REFERENCED BY FBC 2017

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

LOCAL, STATE AND FEDERAL DEP REQUIREMENTS AND REGULATIONS

THE INSTALLATION SHALL COMPLY WITH THE ABOVE CODES AND STANDARDS AND ALL

LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. WHERE THE DRAWINGS OR

SPECIFICATIONS EXCEED THESE REQUIREMENTS, THE DRAWINGS AND/OR

SPECIFICATIONS SHALL TAKE PRECEDENCE.

ALL WORK SHALL BE EXECUTED AND FINISHED IN A PRACTICAL AND WORKMANLIKE

MANNER TO THE SATISFACTION OF THE ENGINEER AND OWNER AND SHALL PRESENT A

NEAT APPEARANCE WHEN COMPLETED, CHANGES IN THE WORK SHALL NOT BE MADE

WITHOUT THE APPROVAL OF THE ENGINEER OR OWNER.

PLASTIC LABELS FOR EQUIPMENT - ALL DECALS PROVIDED BY OWNER:

MATERIAL AND THICKNESS: MULTI-LAYER, MULTICOLOR, PLASTIC LABELS FOR

MECHANICAL ENGRAVING, 1/8 INCH THICK, AND HAVING PREDRILLED HOLES FOR

ATTACHMENT HARDWARE.

LETTER COLOR: WHITE

BACKGROUND COLOR: BLACK OR RED.

MAXIMUM TEMPERATURE: ABLE TO WITHSTAND TEMPERATURES UP TO 160· F.

MINIMUM LABEL SIZE: LENGTH AND WIDTH VARY FOR REQUIRED LABEL CONTENT, BUT

NOT LESS THAN 2·1/2 BY 3/4 INCH.

MINIMUM LETTER SIZE: 1/2 INCH FOR VIEWING DISTANCES UP TO 72 INCHES AND

PROPORTIONATELY LARGER LETTERING FOR GREATER VIEWING DISTANCES, INCLUDE

SECONDARY LETTERING TWO·THIRDS TO THREE-FOURTHS THE SIZE OF PRINCIPAL

LETTERING.

FASTENERS: STAINLESS·STEEL SELF·TAPPING SCREWS. ALL FASTENERS TO BE

STAINLESS STEEL.

LABEL CONTENT: INCLUDE EQUIPMENT'S DRAWING DESIGNATION OR UNIQUE

EQUIPMENT NUMBER, DRAWING NUMBERS WHERE EQUIPMENT IS INDICATED (PLANS,

DETAILS, AND SCHEDULES)

EQUIPMENT LABEL SCHEDULE: TABULATE EQUIPMENT IDENTIFICATION NUMBER FOR

EACH ITEM OF EQUIPMENT TO BE LABELED, ON 8-1/2 BY 11 INCH BOND PAPER AND

EQUIPMENT SCHEDULE SHALL BE INCLUDED IN OPERATION AND MAINTENANCE DATA.

PREPARATION

CLEAN PIPING AND EQUIPMENT SURFACES OF SUBSTANCES THAT COULD IMPAIR

BOND OF IDENTIFICATION DEVICES, INCLUDING DIRT, OIL, GREASE, RELEASE AGENTS,

AND INCOMPATIBLE PRIMERS, PAINTS, AND ENCAPSULANTS.

EQUIPMENT LABEL INSTALLATION

INSTALL OR PERMANENTLY FASTEN LABELS ON EACH MAJOR ITEM OF MECHANICAL

EQUIPMENT. FURNISH AND INSTALL ALL DECALS AND SIGNAGE REQUIRED BY NFPA

AND ALL LOCAL, STATE AND FEDERAL REGULATIONS. PROVIDE SIGNAGE RELATED TO

GASOLINE OR DIESEL DISPENSER.

LOCATE EQUIPMENT LABELS WHERE ACCESSIBLE AND VISIBLE.

REFERENCE TO GENERAL CONTRACTOR IS DENOTED BY G.C.

THE WORK COMPLETED UNDER THESE SECTION(S) WILL INCLUDE ALL DISPENSER

SUMP(S), ALL HIGH AND LOW VOLTAGE ELECTRICAL, STAINLESS STEEL PIPING, DRIVE

SLAB, TANK SLAB, EQUIPMENT, AND RELATED INSTALLATION WORK NECESSARY FOR A

COMPLETE AND OPERATING PETROLEUM PRODUCT STORAGE, HANDLING AND DISPENSING

SYSTEM. THE REQUIREMENTS SPECIFIED HEREIN SHALL, SUPPLEMENT THOSE SPECIFIED

BY THE OWNER'S "REQUIREMENTS FOR GENERAL CONSTRUCTION". REFER TO THE SCOPE

OF WORK, PLANS OR INSTRUCTIONS FROM THE OWNER'S REPRESENTATIVE FOR SITE

SPECIFIC DETAILS AND REQUIREMENTS.

ALL WORK SHALL BE PERFORMED AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH

FEDERAL, STATE AND MUNICIPAL REQUIREMENTS, AND MOST CURRENT EDITIONS OF THE

APPLICABLE NFPA, PEl, AND API REFERENCE STANDARDS.

G.C. SHALL KEEP SITE FREE OF WASTE AND RUBBISH AT ALL TIMES.

G.C. SHALL ENSURE COMPLIANCE WITH OSHA AND ALL OTHER REGULATIONS AND

CONTRACTUAL REQUIREMENTS. ASSOCIATED COMPLIANCE EXPENSES SHALL BE

CONTRACTORS RESPONSIBILITY.

WHERE INSTALLATIONS ARE MADE AT AN EXISTING STATION, WORK SHALL BE SCHEDULED

AND PERFORMED SO AS TO MINIMIZE INTERFERENCE WITH THE OPERATION OF THOSE

FACILITIES, ALL DEBRIS, EXCESS EXCAVATED MATERIALS, MACHINERY, AND EQUIPMENT

SHALL BE REMOVED DAILY AND MAINTAINED CLEAR OF OPEN DRIVEWAYS AT ALL TIMES.

LIGHTED SAFETY BARRICADES SHALL BE PROVIDED FOR THE PUBLIC'S PROTECTION,

WHEN IT BECOMES NECESSARY TO CLOSE A DRIVEWAY, OWNERS REPRESENTATIVE

SHALL BE NOTIFIED 12 HRS PRIOR TD CLOSURE.

ALL EQUIPMENT, MATERIALS, PIPING, SUMPS AND ACCESSORIES SHALL BE INSTALLED IN

ACCORDANCE WITH THE APPLICABLE MANUFACTURER'S INSTRUCTIONS.

WET EXCAVATION CONDITIONS

G.C. SHALL BE RESPONSIBLE TO EVACUATE WATER FROM EXCAVATION, PROVIDE

SHORING AS REQUIRED, METHOD MUST BE APPROVED BY OSHA AND OWNER'S ENGINEER.

MINIMIZE SURFACE WATER ENTERING EXCAVATION BY CONSTRUCTING DIVERSION DAMS

AROUND SUMP EXCAVATION AND PIPING TRENCHES. PROVIDE BID LINE ITEM FOR

DEWATERING.

A CONTINGENCY PLAN SHALL BE DEVELOPED BY G.C. OUTLINING EMERGENCY

PROCEDURES FOR OBTAINING THE NECESSARY EQUIPMENT AND/OR PERSONNEL TO

HANDLE UNEXPECTED WATER ENTRY INTO THE TANK EXCAVATION OR PIPING TRENCHES,

CONTRACTOR SHALL TEST GROUND WATER TO DETERMINE REQUIRED TREATMENT OR

PROCESSING, WHEN WATER MAY CONTAIN HYDROCARBONS CONSULT OWNER'S

ENVIRONMENTAL ENGINEER.

PIPING

THE EXISTING SECONDARY PIPING SHALL BE PRESSURE TESTED BEFORE REMOVAL.

DISPENSER PANS SHALL BE HYDRO-TESTED BEFORE REMOVAL, IF TESTING FAILS, SOIL

SAMPLING IS REQUIRED. A THIRD PARTY SOIL ANALYST SHALL BE ON SITE AND PREPARED

TO DO ON SITE ANALYSIS WHEN THE SUMPS OR UNDERGROUND PIPING IS BEING

REMOVED, A CERTIFIED LINE AND LEAK DETECTOR TEST BY A THIRD PARTY SHALL BE

PERFORMED BEFORE ANY WORK COMMENCES AND THEN ALL LINES BLOWN BACK TO

TANK. UPON COMPLETION.

ALL NEW PIPING TO BE PRESSURE TESTED AT 60PSI FOR NEW EQUIPMENT FINAL

INSPECTION.

ALL EXPOSED STAINLESS STEEL PIPING, INCLUDING IN THE SUMP, SHALL BE CLEANED.

SHALL BE WELDED, FLANGE AND/OR THREADED WHEN NECESSARY.

ALL MATERIAL WORKMANSHIP AND INSTALLATION PRACTICES SHALL BE IN ACCORDANCE

WITH NFPA APPLICABLE CODES.

INSTALLATION

INSTALLATION OF STAINLESS STEEL PIPE SHALL BE WELDED AND/OR FLANGE CONNECTED.

NON-CORRODIBLE COMPONENTS SHALL BE USED ONLY WHERE SPECIFIED AND IN THE

ARRANGEMENT SHOWN IN THESE DRAWINGS.

NO EXCAVATION SHALL BE BACKFILLED UNTIL OBSERVED BY THE OWNER OR OWNER'S

REPRESENTATIVE. PHOTOGRAPH THE INSTALLATION DURING EACH STAGE OF THE

CONSTRUCTION PROCESS AND PROVIDE DIGITAL IMAGE FILES TO THE OWNER AS PART OF

THE CLOSE·OUT DOCUMENTATION.

INSTALL DISPENSERS AS SPECIFIED AND LISTED ON THE DRAWINGS. ALL SUBSTITUTIONS

SHALL BE APPROVED BY THE OWNER IN WRITING.

DISPENSERS SHALL BE ACTIVATED ONLY IN PRESENCE OF AN AUTHORIZED DISPENSER

AND OWNERS REPRESENTATIVE. G.C. HAS SOLE RESPONSIBILITY FOR DAMAGE TO

DISPENSER IF THIS INSTRUCTION IS NOT FOLLOWED.

PURGING AIR:

ACTIVATE ANY DISPENSER. DO NOT OPEN A NOZZLE, LEAVE DISPENSER ON FOR 5

MINUTES, TURN DISPENSER OFF AND ALLOW TO STAND FOR 5 MINUTES.

ACTIVATE DISPENSER AND DISPENSE (50 GALLONS FROM THE FARTHEST TWO

DISPENSERS AND 50 GALLONS FROM ALL OTHERS) INTO A GROUNDED CONTAINER

APPROVED FOR STORAGE AND HANDLING OF CLASS I FLAMMABLE LIQUIDS. REPEAT FOR

EACH HOSE AND DISPENSER, MOVING PROGRESSIVELY CLOSER TO STP. REPLACE

PRODUCT USED FOR LINE PURGE INTO RESPECTIVE TANK.

ELECTRICAL CHECKOUT:

TURN OFF ALL STP CIRCUIT BREAKERS.

CONFIRM ALL NOZZLES ARE IN THEIR BOOTS.

VERIFY ALL STP'S ARE OFF.

TURN ON CIRCUIT BREAKER FOR ONE STP. ONE HOSE AT A TIME FOR PRODUCT GRADE

MATCHING ACTIVATED STP, PERFORM THE FOLLOWING AT EACH DISPENSER:

REMOVE NOZZLE

ACTIVATE OPERATING HANDLE AND DISPENSE PRODUCT INTO AN APPROVED GROUNDED

CONTAINER.

VERIFY ONLY CORRECT STP TURNS ON.

VERIFY BRAND PANELS ON EACH SIDE OF DISPENSER MATCHES PRODUCT BEING

DISPENSED BY STP.

VERIFY CORRECT NOZZLE TYPE IS INSTALLED, REPEAT FOR EACH PRODUCT GRADE.

ACTIVATE ALL STP CIRCUIT BREAKERS ONE HOSE AT A TIME. REPEAT TURN ON

PROCEDURES FOR EACH HOSE.

IF MISCONNECTIONS OR OTHER PROBLEMS ARE DETECTED, MAKE CORRECTIONS AND

REPEAT ENTIRE DISPENSER CHECK·OUT PROCEDURE. NOTE. CONFIRM COMPLETE

INTEGRITY AND CONTINUITY OF DISPENSING ELECTRICAL AND PIPING SYSTEMS.

INSTALL NEW DISPENSER FILTERS AFTER COMPLETING ALL LIQUID CALIBRATION TESTING.

ACTIVATE EACH PRODUCT AND EACH DISPENSER AND INSPECT FILTER FOR LEAKS.

RECHECK PRIMARY LINE CONNECTIONS AT DISPENSER BASE AND STP FOR LEAKS.

CALIBRATION TEST REPORT SHALL BE GIVEN TO OWNER.

PRODUCT DISPENSERS TO BE SET AND CONNECTED IN ACCORDANCE WITH

MANUFACTURER'S REQUIREMENTS. INSTALL HOSES, BREAKAWAYS. SWIVELS AND

NOZZLES AND CHECK FOR PROPER OPERATION. REMOVE ALL PACKAGING MATERIALS,

TAPE, TAPE RESIDUE AND THOROUGHLY CLEAN EACH DISPENSER TO REMOVE DUST,

FINGERPRINTS, SMUDGES, ETC.

GENERAL CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS TO

SCALE DEPICTING PRECISE LOCATION OF ALL COMPONENTS INSTALLED (INCLUDING

PRODUCT/VAPOR LINE SIZES AND LOCATIONS, CONDUIT SIZES AND LOCATIONS ETC,)

PRIOR TO OWNER'S ACCEPTANCE. INCLUDE ALL INSTALLATION AND MAINTENANCE

DOCUMENTS AND DIGITAL IMAGES ON USB AND PRINTED PHOTOS OF ALL PHASES OF

THE INSTALLATION.

STANDARDS:

IDENTIFICATION FOR EQUIPMENT

GENERAL FUEL STATION:

DISPENSER

MISCELLANEOUS REQUIREMENTS

AS-BUILT DRAWINGS

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Client Name and Address

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Date

AS NOTED

NISIT SAPPARKHAO, P.E.

FL REG. NO. 64085

1208 East Kennedy Boulevard Suite 230

Tampa, Florida 33602

[p]: 813.434.4770 [f]: 813.445.4211 www.iegroup.net

INFINITY ENGINEERING

GROUP, LLC

Cert. of Auth. No. 27889

10410 125th STREET

SEMINOLE, FLORIDA 33778

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N 89°43'49" W 1223.82'

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128' 132'

142'

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REFERENCE

NORTH

WORK AREA

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING,

MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND

PROGRAMS IN CONNECTION WITH THE SCOPE OF WORK. THE

CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE

SAFETY OF AND SHALL PROVIDE THE NECESSARY PROTECTION TO

PREVENT DAMAGE, INJURY OR LOSS TO ALL EMPLOYEES ON THE

WORK SITE AND ANY OTHER PERSONS WHO MAY BE AFFECTED.

THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS,

ORDINANCES, RULES, REGULATION AND ORDERS OF PUBLIC BODIES

HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY

OR PROTECT THEM FROM DAMAGE, INJURY OR LOSS, INCLUDING,

WITHOUT LIMITATION, THE DEPARTMENT OF LABOR SAFETY AND

HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER

THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (PL 91-596) AND

UNDER SECTION 107 OF THE CONTRACT WORK HOURS AND SAFETY

STANDARDS ACT(PL 91-54) AND AMENDMENTS THERE TO. THE

CONTRACTOR SHALL ERECT AND MAINTAIN AS REQUIRED BY THE

CONDITIONS AND THE PROGRESS OF THE WORK, ALL NECESSARY

SAFEGUARDS FOR THE EMPLOYEES SAFETY AND PROTECTION WHICH

INCLUDES ALL APPLICABLE RECOMMENDATIONS IN THE MANUAL OF

ACCIDENT PREVENTION BY THE ASSOCIATED GENERAL CONTRACTORS

OF AMERICA (AGC).

THE CONTRACTOR SHALL BE AWARE THAT CERTAIN SOILS AND

GROUNDWATER SUBJECT TO THE SCOPE OF WORK MAY CONTAIN

HAZARDOUS CHEMICAL CONSTITUENTS. ALL MATERIALS EXCAVATED

FROM THE SITE REQUIRE SPECIAL HANDLING PROCEDURES. ALL

MATERIALS EXCAVATED REQUIRING OFF-SITE DISPOSAL SHALL BE

TESTED AND HANDLED IN ACCORDANCE WITH THE FLORIDA

ADMINISTRATIVE CODE (FAC) 62-770. PERSONAL PROTECTION HIGHER

THAN A LEVEL "D" MAY BE REQUIRED IN PERFORMING A PORTION OR

ALL OF THE SCOPE OF WORK.

ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE

ENGINEER PRIOR TO COMMENCING ON-SITE ACTIVITIES.

ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN ACCORDANCE

WITH THE LATEST REVISION OF THE NATIONAL FIRE PROTECTION

ASSOCIATION -70 (NFPA -70) AND THE NATIONAL ELECTRIC CODE.

THE WORK SHALL BE SUBJECT TO INSPECTION BY A REPRESENTATIVE

OF THE NATIONAL BOARD OF FIRE UNDERWRITERS AND BY LOCAL

AUTHORITIES HAVING JURISDICTION, AND ALL WORK SHALL PASS SUCH

INSPECTION.

IN AREAS WHERE EXPLOSION PROOF WORK IS REQUIRED OR

SPECIFIED, ALL WORK SHALL MEET THE REQUIREMENTS OF THE NEC

FOR CLASS 1 - DIVISION 1 OR CLASS 1 - DIVISION 2 LOCATIONS AS

REQUIRED BY NFPA 30, FLAMMABLE LIQUIDS CODE. ALL ELECTRICAL

EQUIPMENT AND DEVICES COVERED BY THE SCOPE OF WORK SHALL

BE MOUNTED A MINIMUM OF 18 INCHES ABOVE SLAB OR GRADE.

CONTRACTOR SHALL FURNISH AND PLACE PROPER GUARDS FOR

PREVENTION OF ACCIDENTS. ALL TRENCH AND EXCAVATION SHORING,

SCAFFOLDING, SHIELDING, DUCT/FLUME PROTECTION,

MECHANICAL/ELECTRICAL PROTECTION, SPECIAL GROUNDING, SAFETY

RAILING, BARRIERS OR OTHER SAFETY FEATURES REQUIRED TO

SECURE THE SAFETY OF LIFE OR PROPERTY CONTRACTOR SHALL

PROVIDE AND MAINTAIN SUFFICIENT LIGHTS INCLUDING THE POWER

SUPPLY FOR THE LIGHTS DURING NIGHT HOURS TO SECURE SUCH

PROTECTION.

UTILITIES SHOWN HEREON ARE APPROXIMATE AND BASED ON BEST

AVAILABLE INFORMATION. CONTRACTORS SHALL VERIFY/ OR

DETERMINE THE LOCATION OF ALL EXISTING UTILITIES ABOVE AND

BELOW GROUND. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF

ANY CONFLICTS WITH EXISTING UTILITIES PRIOR TO COMMENCING

CONSTRUCTION.

INSTALL EQUIPMENT AND SYSTEMS IN A NEAT AND PROFESSIONAL

MANNER: ALIGN, LEVEL AND ADJUST FOR SATISFACTORY OPERATION.

INSTALL SO THAT EQUIPMENT AND PARTS ARE EASILY ACCESSIBLE

FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR. DEVIATIONS

FROM INDICATED ARRANGEMENTS ARE SUBJECT TO REVIEW AND

APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.

RESTORE TO THEIR ORIGINAL CONDITION ALL PAVEMENT, CURBING,

WALKWAYS, LANDSCAPING, ETC.., DISTURBED, DAMAGED OR

DESTROYING THROUGH THE PERFORMANCE OF THE SCOPE OF WORK.

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND

INSPECTIONS REQUIRED BY LOCAL, STATE OR OTHER GOVERNING

AGENCY FOR WORK SPECIFIED IN THE SCOPE OF WORK.

TANK, PIPING AND INSTALLATION NOTES:

1. ALL PETROLEUM RELATED WORK, MATERIAL, EQUIPMENT,

AND INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

OWNERS/UST STANDARD & SPECIFICATIONS PROVIDED

2. ALL NEW PETROLEUM EQUIPMENT, MATERIALS, AND

ACCESSORIES SHALL BE FDEP APPROVED. ALL PETROLEUM

EQUIPMENT, MATERIALS, AND ACCESSORIES SHALL

INSTALLED AND TESTED IN ACCORDANCE WITH APPLICABLE

MANUFACTURE'S INSTRUCTIONS.

3. ALL TANK AND PIPING INSTALLATION WORK IS TO BE

PERFORMED BY A STATE REGISTERED POLLUTANT STORAGE

SPECIALTY CONTRACTOR.

4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

APPLICABLE STATE, COUNTY AND MUNICIPAL REQUIREMENTS

-THE FLORIDA FIRE PREVENTION CODE, FAC CHAPTER 69A-49

-UNIFORM FIRE SAFETY STANDARDS FOR SELF SERVICE

GASOLINE STATION AND THE FOLLOWING REFERENCE

STANDARD

NATIONAL FIRE PROTECTION ASSOCIATION

30 FLAMMABLE AND COMBUSTIBLE LIQUID CODE

110 STANDARD FOR EMERGENCY AND STANDBY POWER

SYSTEMS

70 NATIONAL ELECTRICAL CODE

30A MOTOR FUEL DISPENSING FACILITIES AND REPAIR

GARAGE CODE

AMERICAN PETROLEUM INSTITUTE

1615 INSTALLATION OF UNDERGROUND PETROLEUM

STORAGE SYSTEMS

1604 RECOMMENDED PRACTICE FOR ABANDONMENT OR

REMOVAL OF USED UNDERGROUND STORAGE TANKS

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION:

CONSTRUCTION SAFETY AND HEALTH REGULATIONS

SUBPART P, 1902.50 THROUGH 1926.653

FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION:

62-761 STORAGE TANK SYSTEM

62-762 ABOVEGROUND STORAGE TANK SYSTEM

62-770 PETROLEUM CONTAMINATION SITE CLEAN UP

62-775 SOIL THERMAL TREATMENT FACILITIES

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SCHEDULING UNDERGROUND UTILITIES IDENTIFICATION BY

CONTACTING SUNSHINE ONE CALL (1-800-432-4770) AND

APPLICABLE MUNICIPAL JURISDICTION AT LEAST 48 HOURS

PRIOR TO START OF CONSTRUCTION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING

REQUIRED NOTICE(S) AND SCHEDULING CITY, COUNTY

AND/OR STATE INSPECTION AS REQUIRED FOR PERMIT

CLOSE OUT.

GENERAL NOTES

SITE ADDRESS: 9685 ULMERTON RD

LARGO, FLORIDA 33771

PARCEL NUMBER: 08-29-16-00000-320-0100

OWNER NAME: PINELLAS COUNTY

OWNER ADDRESS: 315 COURT STREET

CLEARWATER, FL 33756

LEGAL DESCRIPTION

LEGAL

EXISTING CONCRETE

PROPERTY LINE

EXISTING TO REMAIN

OVERALL SITE PLAN LEGEND

SITE DATA

LIMITS OF DEMOLITION

SETBACK/BUFFER

Sheet

Scale

Project No.

Date

R ev is io n/ Is su e

N o.

D at e

Client Name and Address

Pr oj ec t N am e an d

Ad dr es s

Sh ee t T itl e

Date

AS NOTED

NISIT SAPPARKHAO, P.E.

FL REG. NO. 64085

1208 East Kennedy Boulevard Suite 230

Tampa, Florida 33602

[p]: 813.434.4770 [f]: 813.445.4211 www.iegroup.net

INFINITY ENGINEERING

GROUP, LLC

Cert. of Auth. No. 27889

10410 125th STREET

SEMINOLE, FLORIDA 33778

IS

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265-01.00

07/20/21

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