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0 <br />. ...... ._. _.. �8 1 06 W T _. . r2. ( p) <br />DGgTM CSR k" . <br />AaA MAO 5P 6WW)O <br />catfem <br />O <br />I <br />PAwm <br />"ft F C040 NDMAK <br />I � j <br />1 <br />• I v <br />M .� <br />cm <br />mom <br />o — o I -lL EMTW I! - gram CBS lit" <br />a � - <br />I i �� W M4 <br />- - L - J <br />I ' <br />1 OWM 4 COO" E""K <br />©� <br />I I P �C'NCs <br />• Im <br />a <br />M <br />6� <br />I <br />RE011G1'1 MV • <br />SouTM er sz' �a• �T 2ol.bo' (p) <br />BLAND BLVD. (5 -fib. 54) <br />SITE PLAN NOTES <br />UA EXISTING TANK RISER VENTS TO REMAIN IN SAME LOCATION UNALTERED, <br />UB EXISTING OVERHEAD CANOPY 4' COLUMNS TO REMAIN UNALTERED. <br />O EXISTING MP0'5 t REQUIRED VAPOR FREE PIPING FOR EACH TO <br />BE REMOVED AND DISPOSED. OF PER APPLICABLE CODES. <br />DD EXISTING HORSESHOE BOLLARDS TO STAY IN SAME LOCATION <br />UND 15TURBE D. <br />UE ALL OF EXISTING CONCRETE FUEL ISLANDS TO REMAIN IN SAME <br />LOCATION UNDISTURBED - <br />O EXISTING UNDERGROUND PREMIUM GAS TANK TO REMAIN <br />UND 16TURBED. <br />O EXISTING UNDERGROUND PLUS GAS TANK TO BE EMPTIED AND <br />REFILLED WITH REGULAR FUEL PER APPLICABLE CODES. SEE <br />SHEET G -2 FOR PROPOSED GAS SITE PLAN. <br />UH EXISTING UNDERGROUND REGULAR GAS TANK TO BE <br />CONNECTED TO OLD PLUS GAS TANK BY SIPHON LINE PER <br />APPLICABLE CODES. SEE SHEET G -2 FOR PROPOSED GAS SITE <br />PLAN AND SHEET G -3 SIPHON PIPING DETAIL. <br />OJ EXISTING DRIVEWAYS TO BE UNALTERED. <br />O EXISTING UTILITIES TO REMAIN THRU -OUT INSTALLATION. <br />rH <br />GENERAL NOTES: GASOLINE INSTALLATION <br />I. ALL WORK SHALL COMPLY WITH NFPA 0 10, NFPA 0 10A, NFPA 0 30, NFPA <br />r'30A, AND 2002 EDITION OF THE STANDARD FIRE PREVENTION CODE. <br />2. ALL WORK SHALL COMPLY WITH LOCAL FIRE JURISDICTION CODES. <br />3. GAS INSTALLATION CONTRACTOR SHALL COORDINATE WITH BUILDING t SITE <br />CONNECTIONS FOR CONNECTION OF ELECTRICAL POWER t IN -STORE FACILITY <br />CONTROLS SYSTEMS. <br />4. CONTRACTOR SHALL VERIFY DIMENSIONS ON PLANS PRIOR TO BEGINNING <br />EXCAVATION, REMOVAL t INSTALLATION PROCEDURES. VERIFY LOCATIONS OF ALL <br />UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT LOCAL <br />ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO MOBILIZATION. <br />5. SHOULD DE- WATERING BE NECESSARY, A PRODUCT RECOVERY SYSTEM SHALL BE <br />UTILIZED PRIOR TO THE DISCHARGE OF ANY WATER WITHIN THE RIGHT -OF -WAY. <br />LOCAL AGENCY STORMWATER MANAGEMENT DEPARTMENT SHALL BE NOTIFIED <br />24 14MR5 IN ADVANCE OF INITIATING ANY DE- WATERING PROCEDURES. <br />6. CONTRACTOR SHALL SAFE ACCES5 TO STORE OR OPERATOR BUILDING AT <br />ALL TIMES, PROTECTING t MAINTAINING ALL EXISTING CONSTRUCTION TO REMAIN IN <br />PLACE, WORKING AROUND STRUCTURES TO INSTALL NEW GASOLINE - RELATED <br />PRODUCTS. CONSTRUCTION AREAS SHALL BE SECURED WITH FLASHING BARRICADES <br />OR BETTER DURING CONSTRUCTION. UNLESS NOTED OTHERWISE, ALL SURFACES <br />OR SUBSURFACE FEATURES DAMAGED OR REMOVED TO CONDUCT THE WORK, SHALL BE <br />RETURNED TO THE ORIGINAL CONDITION BY THE CONTRACTOR IN ACCORDANCE W/ ALL <br />APPLICABLE CODES. <br />1. AREAS OF PAVING THAT HAVE BEEN REMOVED OR DAMAGED SHALL BE <br />REPLACED WITH SAME MATERIALS t THICKNESS ASPHALT (8 <br />MINIMUM :CONCRETE) TO MATCH THE EXISTING PAvINC`s UNLESS NOTED. <br />COMPACT SUBGRAQE A5 NECESSARY TO MEET ORIGINAL DEGREE OF DENSITY, <br />8. AT NEW PAYING AREAS, COMPACT 61BGRADE TO 359. MODIFIED PROCTOR <br />OPTIMUM MOISTURE CONTENT. PLACE 6" OF 3,000 PSI CONCRETE 28 DAY <br />STRENGTH WITH LIGHT BROOM FINISH REINFORCED WITH 0 4 STEEL REPAR 18" O.C. <br />EACH WAY. ELEVATIONS OF CONCRETE TO MATCH EXISTING ELEVATIONS OR A$ <br />MODIFIED BY THE PROJECT MANAGER TO ACCOMMODATE PROPER DRAINAGE. <br />FORM ALL NEW EDGES OF CONCRETE WITH KEY JOINT MATERIAL. REPAIR EDGES <br />OF EXISTING SURFACE AS REQUIRED. PROVIDE SAWCUT CONTROL JOINTS ON 15' <br />CENTERS EACH WAY, OR IN A PATTERN AGCEPTABLE TO THE PROJECT MANAGER <br />ON -SITE. <br />S. REMOVE CONSTRUCTION DEBRIS OFF -SITE INTO APPROVED LANDFILL, ACCORDING TO <br />APPROVED LOCAL CODES. <br />10, CLOSURE SHALL BE CONDUCTED IN ACCORDANCE WITH LOCAL, STATE, i FEDERAL <br />REGULATIONS 4 INDUSTRY ACCEPTED GUIDELINES FOR THE SPECIFIED WORK. <br />11. CONCRETE DE51GN SHALL CONFORM TO MINIMUM 3,000 PSI OR STRENGTH <br />SHOWN ON DRAWINGS AS DETAILED, <br />12. ANY ELECTRICAL WORK PERFORMED SHALL BE IN ACCORDANCE WITH LATEST <br />EDITION OF NATIONAL ELECTRICAL CODE t ALL APPLICABLE LOCAL ELECTRICAL <br />CODES. <br />13, ALL WORK SHALL COMPLY WITH LOCAL PASCO COUNTY CODES FOR MECHANICAL WORK <br />LEGAL DESCRIPTION <br />LOT 1. ZEPHYRHILLS EXECUTIVE PARK, AS RECORDED IN PLAT BOOK 13, PAGE <br />66, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ", -. , k `.•*' - " _ - <br />CONTAINING 63,043 SOFT OR 1.56 ACRES MORE OR LESS, <br />Irlrl� ���•,�� \�'� ray {��1 �' <br />SITE <br />1 <br />3Q�ft <br />�a r9, 0 f� <br />IT <br />k �< <br />a } <br />erter{ <br />EXISTING GAS SITE FLAN <br />SCALE: 1: 20 <br />.. <br />0 <br />QL EXISTING PARKING SPACES TO REMAIN UNDISTURBED. <br />O REMOVE, DISPOSE OF EXISTING PAVEMENT 45 NEEDED FOR THE <br />INSTALLATION OF NEW FIBERGLASS FUEL PIPING. 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