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HomeMy WebLinkAboutBUILDING PLANS 81 - 90t 2 3 M 0 W R 0 13 1 I L J FOR CABINET $FELL DETAILS 5EE 5NEET FF4A H G G1 11/20 = 11_04 F u • � pit e r- RIlIREiF € � Ei'�wi �� ��st� I:pp6E$I�t• c f �'�Ic EpE sa(�p3+: n• ai 3.s .aa f,iltl�P � . MEN OEM ME 1 f t +g ` 7 it g:=i i 5�i i etta `S Etiaa yc: f: icc ife fgc+cu li3i111111 !c tEic �iq aci i ae i•n e57 U. L_ xe a Hi=. a SG_ _ oil a :iF lA1-s a�e��e e 7 ix. %i a#ie NN.aa.lRi®9'ai illF iFi�igR:. Cx :g a.•..xe,... iia .Ae......«ieii i°if+i4e++if iii a -ix.x iEv a+ •9 imim i3?', .N4fS3Mailiee:ani_i ±i PEPPERONI'S ELEVATION PEi I I mlltiUJ c I I DRAGOP i �- E, E FF4,4 i Jl FF44 - I - F T14 I'-4' 1'-4' I'-4' i'-4' L 1'4' 1'-4' _ -44' r_v G All �r FF4.4 FOR CABINET t� O SFE 51 DETA 3 5SF EE EET A11ll3 - K MAGIC DRAGON ELEVATION T- 2 3 4 PI4 Q J7 DETAIL 3' = 1'-0' FF4.4 E7 DETAIL 11/2" = I'-0. FF4.4 I A7 DETAIL 3/4 " = 1' - 0' FF4.4 , 51DE VIEW A Poll 11 1 DETAIL 3' = I'-0" F-44 FRONT VIEW 5EE TILE FOR 1 FRS P12 -_ tPl2 P12 A11COUNTER TILE DETAIL / TYPICAL 1' = 1'-0' FF4.4 11 12 15 14 MATERIAL KEYINI3 LEGEND c I L 13 H c F E 01 � No. REVI510N5.r SUSMISSiONS Date r " a design build company 50 WEST 990 SOUTH, BRIG AM CITY, UTAH 84302-678 (801) 734-6407 '5 NAME FLYING J TRAVEL PLAZA ST. LUCIE, Fir,. RAW."° TIrLL° r-AST FOOD INTERIOR � ELEVATIONS AND DETAILS !AL DRAWN PRO.IEGT NO, Bo 8264 CHECKED SERIES 5N L15-200-L-02 RE`/IEWl:D DRAWING NO. ^^ l"l DATE II-13-96 FF 4 .4 5GALI- AS NOTED g— Of 12-- I M FAINTEDWALLWALL FINISH SEE 41 FINISH SCHEDULE OAK CHAIR RAIL - SEE FINISH SCHEDULE i— — LAMINATE WALL FINISH SEE FINISH SCHEDULE GYPSUM WALL BOARD 0 CERAMIC TILE BASE I SEE FINISH SCHEDULE K CORNER SECTION J 1 WAINSCOT DETAIL 11/2" 1'-0' FF4.1 J 1/2' x 2 1/2' CHAIR RAIL H RESTAURANT CHAMFER EDGES CHAIR RAIL USE RABBETED CHAIR RAIL WHERE APPLICABLE x ro" CHAMFER BASE: F 0 1 5 2112' X 21/2' TRI-GUARDS COLORED PLASTICS CORNER GUARD " Z-20411 LAMINATE WALL FINISH SEE FINISH SCHEDULE GYPSUM WALL BOARD STEEL STUDS 603'-5' 2 4' RED OAK TRIM iZ,. CHAMFERED EDGE BEVELED EDGE MIRROR 11� TRIM RABBETED PANELW:s 'V' GROOVE J6 MIRROR DETAL 1 1/2' = 1'-0' FF4.1 INYL WALL COVERING 24x2 1/2' RABBETED PANEL OLD ING RED OAK -E EI/FF5.1 ANELING 'V" GROOVED ATTERN 3/a"x3 1/2' V EC) OAK /4'x6' 545E_ MOLDING ,18E WOOD BASE OR ERAMIC TILE BASE HERE APPLICABLE) REST. SASE E1 BASE & CHAR RAIL DETAIL E4 REST. WAINSCOT DETAIL NO SCALE FF4.1 NO SCALE FF4.1 E STEEL HAT CHANNEL - SEE ARCHITECTURAL 'V' GROOVED OAK PLANK - G STAIN - I X 4 RED OAK WITH 1/4' CHAMFERED EDGE - BACK 1/2'x21i2' RED OAK --'- CUT TO 5CRI5E TO CEILING CHAIR RAIL 8 j' i LAMINATE S ' - WALLCOVERING - SEE FINISH (WHERE APPLICABLE) SCHEDULE ^� GYPSUM WALL BOARD Al MOLDING DETAIL NO SCALE FF4.1 I 2 3 OAK CAP m' V' GROOVE PANEL A4 WALL SECTION 3/4' = 1'-0' FF4,1 .4 5 PHONE WIRE rR 1/2'x2 I/2' RED OAK CHAMFER EDGES STAIN SHERWIN WILLIAMS 4526V3 '18 CEILING DETAIL i'-m' FF4.1 13 MATERIAL KEYING LEGEND v 3/4' -- " I- WOOD TO 15E RED OAK UNLESS OTHERWISE INDICATED STAIN SHERWIN WILLIAMS 01152roV3 VARNISH SANDING SEALER BRACKET OAK L MATCH TO LAMINATE WILSONART #10I& SOLAR OAK P/4'xl0'x10i2' 2- FOR SPECIFIC FINISHES SEE FF1.2 4 FF4.1 ACOUSTICAL TILE GYFSU', WALL BOARD /(/ / L L '-,\ 3/4'x2 I/2' RED OAK CRAW MOLDING. WITH WALLCOVERING SEE FINISH SCHEDULE. r SEE DETAIL E8fF5J — MAL _'�' WALLCOVERING BRACKETS TO BE MOUNTED T PAINT AT THE CENTER BETWEEN WINDOWS ONLY. SHELF TO BE MOUNTED --- 5ECURELY TO WALL TO SUPPORT WEIGHT. GYPSUM BOARD CEILING PAINT - SEE FIN15H SCHEDULE 3/4' X 2 1/2' RED OAK CROWN MOLDING - USE PRE -MANUFACTURED ---)) SHAPE - STAIN GYPSUM WALL BOARD WITH WALLCOVERING --SEE FINISH SCHEDULE =8 REST. WAINSCOT DETAIL NO SCALE FF4.1 RED OAK TRIM ROUTED OUT TO COVER PHONE CC A7 1 1/2' = 1'-0' FF4.1 'I 8 CHAIR RAIL, _ I X 2 1/2 RED OAK I� a 177 71 PHONE MOUNTING PLATE MOUNT PHONE IS. CENTEREE D ON SHELF a- - E12 SHELF DETAIL NO SCALE FF4.1 'UINDOW SILL ;HAIR RAIL F s No, RE'VIVONS/ SUBMI55ION5 Dato RED OAK PHONE BOARD - -- CENTER PHONE G `- -� BRACE PLATE_ lxro RED OAK PHONE SHELF -_ --UUALLCOVER ING - Ixl2 RED OAK 1 design build company r5ROWEST � 102'_&1 II' \ 1CUT TO FIT 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-6407 - -� `� T.O. BOOTH TABLE BRACE PLATE NAEFLYING J TRAVEL PLAZA - IxIO RED OAK St. LUCIE, FL. -' - --- I TABLE TOP ,, TABLE TOP DRAN(IN6 TITLE RESTAURANT INTERIOR DETAILS NOTE FOR EATING AREA ROOM 4103 �� I O� I I�l USE DETAIL FOR PHONE SHELF ONLY 5r_'dL DRAWN PROJECT NO. 8254 � CHECKED BERMS L15-208-L-02 � REVIBN4ED DRA INO NO. ' L SHELF DETAIL SGAi.E lm OP 12 _ c C' f✓ P/L INSERT PANELS 1-1/2'X3' SOLID OAK UU/ 3/8' RADIUS ON EDGES n _ PLASTIC LAM. It, P/L INSET PANELS � S WOOD 5LAT5 C K Q BLACK REVEAL-- PLASTIC LAM. 1/2'X2' SOLID OAK - - FRAMING, TILE C SEE NOTE C TILE BULL - NOSE EDGE BY OTHER - ` WOOD BASE TTO SUPPORT CANTILEVER BRACKETS, TILE BASE G1 COFFEE COUNTER 11/2' 1'-0' F-F2.1 G E F� G 4/ HEAT LAMPS OVER HOT FOOD 6/ FLUORESCENT CANS OVER SALAD BAR \ SNEEZE GUARD AND LIGHTS TO BE FINISHED IN BRASS. AND WILL HANG FROM THE CEILING SEE ARCH. SHEETS FOR DETAILS SEE NOTE TE INTERIOR iLAT5 REVEAL A Al SALAD BAR/BUFFET DETAIL 1 1/2' = 1'-D' FF2.1 4 7 PLEXIGLA� BOOTH LAMINATE LAMINATE G6 WAITRESS STATION 1 1/2' = 1'-©' FF2.1 1-1/2'x3' SOLID OAK W/ RADIUSED EDGES a M m DRAWER 'v - i � 41 m WOOD SLATS _ , BLACK REVEAL to LAMINATE 3' 1'-81/4' I r PLASTIC LAM. INTERIOR A5 CASHIER COUNTER 1 1/2' = 1'-0' F=F2.1 5 � a G 10 WAITRESS STATION 1 1/2' = 1'-0' FF2.1 2' DIA -I SOLID OAK �— 2' MED. FABRIC 36 oz. r 2' FIR:1 1B GA. Nc ® 6'O.0 PLASTIC A9 BOOTH DETAIL 1 1/2' = I'-0' FF2.1 a 10 it 12 13 Icy TIC LAM. MATERIAL KEYING LEGEND WOOD TO BE RED OAK UNLE55 OTHER WISE NOTED ) 0TILE FOR BUFFET TO BE DAL TILE PERMATONE 06510 \ GRAPE LATICRETE LATIPCXY '5I BUFF SUPPLIED AND INSTALLED BY THE GENERAL CON- L TRACTOR UNDER THE APPROPRIATE SUB -CONTRACTOR (TILE MUST BE INSTALLED BEFORE BOOTH MANUFACTURE LEAVES) ©DAL TILE *n05 CORDOVAN SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNDER THE APPROPRIATE SUB -CONTRACTOR K a design build company 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-678 (801) 734-6407 NAME FLYING J TRAVEL PLAZA ST. LUGIE, FL. DRAW)N6 TITLE RE5TA{RANT INTERIOR DETAILS SEq� DRAWN PROJECT NO, 5284 BD CHECKED SERIES e�N L15-208-L-02 REVIEWED DRAWING NO. 1 DATE .2 II-13-°I6 SCALE 11 Of 12 _ C E C 8 1� Ell M IN I1A J H CS G' E I] �7 DRIVERS LCLWjE Dal C"' - --- _ O I -- I_- I �O� O -_ 1 i 8 16 - - -_ 7 o o D� �o� �5 GAME i Rom, EATWj AREA rw Al ENLARGED FLOOR PLAN m 1/4= V-0' FFLI Cn m O a V � HALL rw HALL FI9 LAY l _ 4 HALL Fwn LL� - 8 MEETING ROOM & BREAK AREA 1/2' = 11-0' FF.1 A8 CASHIER COUNTER 1'-0" FFLI q 10 I I I� MATERIAL KEYING LEGEND I I 15HOE 5HINE CHAIR 1" 2 8 5TOOL5 KRUEGER: %24 24' STEEL AZURE GRAY 3 1 WASTE RECEPTACLE: FOLDGF'.AFT'F-94402 DECORATOR DOUBLE 23'x46'x44' WINCHESTER WALNUT COUNTER TOP EDGE (NO TRAY RAILS) DELI TABLES: FOLDCRAFT'F-15841HSM HUSKY CsEMARA FREE STANDING WINCHESTER WALNUT SEAT BACK BROWN VINYL MOLDING. 5 5 END TABLE: NEM5CHOFF 0252-6 24'x24'x23' FINISH'S L HONEY ON OAK 6 3 SIDE CHAIR: NEI15CHOFF 0252-10 W/STRIPPER FEATURE POLISHED STEEL CHROME GLIDES FINISH n HONEY ON OAK FABRIC: SERIES 3 1211-3 INDIGO. 1 3 SETTEE: NEM5GHOFF'252-42 W/STRIPPER FEATURE POLISHED STEEL CHROME GLIDES FIN15H "9 HONEY ON OAK FABRIC: SERIES 3 1211-3 INDIGO 8 1 SOFA: NEMSCHOFF 0252-43 W/STRIPPER FEATURE POLISHED STEEL CHROME GLIDES FINISH "9 HONEY ON _ OAK FABRIC: SERIES 3 01211-3 INDIGO. 9 2 BARBERSHOP CHAIRS: BELVEDERE-5EVILLE '$11ERD1215A FRAME: BLACK VINYL: BLACK TRIM: BLACK it 1 SHAMPOO CHAIR: BELVEDERE - RIVA'C34BL'KZ FRAME: BLACK VINYL: BLACK II 2 FOLDING TABLE: KRUEGER 0RP-4TW-5K-5L - FINISH: WINCHESTER WALNUT. 12 22 FOLDING CHAIRS: KRUEGER "103-5I-6-IV-OG3-5L FINISH: SAND UPHL: BROWN VINYL. 13 2 FOLDING TABLE: KRUE6zER'I.UP-6TW-5K-5L 36'x12' 14 1 T.V. STAND 15 1 _ WINDOW COVERINGS: HUNTER DOUGLAS DUOTONE AMERICAN VIEWS 013105 ANTIQUE WHITE (INSIDE MOUNT - FREE HANG SPLIT DRAW) _ 16 15 SHOWER CURTAIN: VALIANT - CHAMPAGNE 12'Wxl6' WITH MAJESTIC 5HOWER CURTAIN HOOKS CHAMPAGNE (TYPJ 11 5 WINDOW COVERINGS: NANIK OPTIX I' INDIGO HORIZONTAL BLIND (OUTSIDE MOUNT) men ♦ FOR THE PHONE• AT •.. D. G I: 0 0 0 No. REVI510N5/ SUSMI55ION5 Date C ' a design build company 50 WEST 900 SOUTH, BRIGHAM CITY, UTAH 84302-078 (801) 734-6407 cos NAME FLYING J TRAVEL PLAZA ST. LUCIE, FL. A DRAWINO TITLE ENLAR3ED FINISH FLOOR PLAN SEAL. DRAYVN BD PROJECT NO. 8284 CHECKED �,I SERIES L15-208-L-02 REVIEWED DRAINING NO. j�� f=f=& 1 12 _ of 12 DATE II-13-96 SALE A5 NOTED C3rs,�Cjyl y4Y_ 5YPN OIO04 p" E051,OPC ro P;�"�f TANK, V LSE NEEDLE �fc VALYE PIPE 3/8" NE3/6E COPPER pf. of 1 pd�p. SUBMEIz51BLE 4" (TYP.) 3" (TYP.) NOTE: 2" MANIFOLD VALVES SHALL BE READILY ACCESSIBLE IN PUMP MANHOLE OR PROVIDED WITH A 12" MANHOLE & HANDLE EXTENSION. DIESEL #2 SYPHON MANIFOLD NOT TO SCALE 1 EQ 1.6 2 EQ 1.6 • 3 O EQ 1.6 27 2 O r #26 O E01.6 1 • 3 2"DCFG EQ 1.6 #25 Q O 2 r #24 O EQ 1.6 7 3"DCFG 2"DCFG O 2"DCFG • O ED 1.6 5 1.6 #23 1 O EQ 8 O EQ 1.6 3"DCFG 2"DCFG 3"DCFG #22 O EI O 2"DCFG • 3"DCFG 0 O 2"DCFG #21 #20 • 3"DCFG • #19 i"( ` o•nrrc w TR�Ok /S`AN�S 3" F- - - - �L1L_ I LJL .ILL--- ----- TRAVII PLAZA BUILDING I I _ - IL -- 4 \ I 1.6 5 J EQ 1.6 4 EQ 1.6 5 -- TO 1.6 6 EQ 1.6 o #1i6 • DCF #17 O #16 �I EMERGENCY SHUT-OFF SW 2"DCFG s • o r 2"DCF s 2"DCFG O o r )CFG O `3"DCFG 1 O ` 20A1 Di 3"DCFG 5 °O Y13CFG 2 --� ` ED 1.2 O 20M D� f E °O 3"DCFG 3"DCFG O 2D,U i 2"DCFG i 2 D FG 3"FG EQ 11 \ DIE E 2 °0 EQ 1.3 1 1 O 0 lE p 1 / ) S I M S ED 1.3 °i 13 #14 #1 244 S pER0 ------ 5 E0 1.5 'FG ° 3 g 4 FG 7 E0 1.5 E0 1.6 EQ 1.5 EQ 1.4 / � R.V. ISLANDS s EQ 1.4 LPG TANK & DISPENSER 2"FG REFER TO CIVL DRAWINGS I AND SHT. E02 1 OR DETAILS OIL/WATER SEPARAT SEE CIVIL DRAWINGS L�J AUTOMOBILE ISLANDS 1. EQUIPMENT LIST WILL BE FOUND ON DRAWING SHEET EQ 1.6. 2, TANK, PIPING, AND FUELING EQUIPMENT SHALL BE IN STRICT ACCORDANCE TO ALL CURRENT LAWS, CODES AND REGULATIONS IN PARTICULAR BUT NOT LIMITED TO THE FOLLOWING: NFPA 30 "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE" NFPA 30A "AUTOMOTIVE AND MARINE SERVICE STATION CODE" NFPA 58 "STANDARD FOR .THE STORAGE AND HANDLING OF LIQUIFIED PETROLEUM GASES" OSHA "SAFETY AND HEALTH STANDARDS" (29CFR 1926/1910) ' UNIFORM FIRE CODE. EPA 40 CFR PART 280 UNDERGROUND STORAGE TANKS: TECHNICAL REQUIREMENTS STATE OF FLORIDA, UNDERGROUND STORAGE TANK SYSTEMS, DEPARTMENT OF ENVIRONMENTAL REGULATION CHAPTER 17-761 3. ONLY A QUALIFIED LICENSED FUEL INSTALLATION CONTRACTOR IS TO PERFORM THE REQUIRED WORK. EVIDENCE OF SUCH QUALIFICATION SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE. 4. ALL UNDERGROUND GASOLINE AND DIESEL PIPING SHALL BE DOUBLE CONTAINMENT RED THREAD II FIBERGLASS OR 3000 DOUBLE WALL UL PIPE AND FITTINGS, ANY STEEL PIPE INSTALLED UNDERGROUND SHALL BE CATHODICALLY PROTECTED AND WRAPPED PER SECTION B-3 OF PIPING SPECIFICATIONS SHOWN IN DRAWING SHEET EQ 1.7. DO NOT USE GALVANIZED STEEL PIPE IN DIESEL FUEL SERVICE. LPG PIPING SHALL BE AS CALLED FOR IN LPG DRAWING SHEET, ED 2.1. CONTRACTOR SHALL FURNISH AN ALTERNATE BID FOR SINGLE WALL FIBERGLASS PIPING ENCLOSED IN WESTERN FIBERGLASS COMPSYSTEM. 5. HIGH GROUND WATER LEVEL WALL BE FOUND DURING TANK HOLE EXCAVATION. FUELS CONTRACTOR SHALL UNDERTAKE SUCH EXCAVATION WITH DUE ATTENTION TO SITE CONDITIONS. TANK HOLE WALLS SHALL BE SLOPED AS REQUIRED BY OSHA 29 CFR PART 1926 TO PREVENT CAVE-INS, FUELS CONTRACTOR SHALL PROVIDE TANK ANCHORING AS CALLED FOR IN SHEET EQ 1.2. REVIEW SOILS REPORT PRIOR TO START OF EXCAVATION AND FOLLOW ITS REQUIREMENTS. TANK HOLES TO REMAIN DRY DURING TANK SETTING. 6. ALL DISPENSER ISLANDS SHALL HAVE PREFORMED STEEL FORMS SET 6" ABOVE CONCRETE APRON. FORMS, DISPENSER BOXES AND BOLLARDS SHALL BE FURNISHED AND INSTALLED BY FUELING CONTRACTOR. CONCRETE SHALL BE POURED AND FINISHED BY THE CONCRETE SUBCONTRACTOR. GRADE ELEVATIONS FOR TOP OF ISLAND AND TOP OF TANKS SHALL BE FURNISHED BY THE FUELING r CONTRACTOR. SEE SHEETS EQ 1.5 AND ED 1.6 FOR SIZE AND ARRANGEMENT. 7. A DOUBLE TANK SYPHON MANIFOLD SHALL BE PROVIDED FOR THE DIESEL TANKS. PROVIDE ISOLATING VALVES AS SHOWN IN MANIFOLD DETAIL. VALVES SHALL BE INSTALLED INSIDE THE 4 PUMP ACCESS MANWAYS. BOTTOM OF SYPHON PIPE MUST BE LOWER THAN INTAKE TO INSURE PROPER SYPHONING. B. ALL TRENCHING SHALL BE EXCAVATED, BACKFILLED AND COMPACTED BY THE FUELING CONTRACTOR. PIPE BACKFILL SHALL BE CLEAN GRANULAR MATERIAL, PROVIDE A 6" BED AND A MINIMUM 6" OF GRANULAR BACKFILL ALL AROUND THE PIPE, MINIMUM PIPE SPACING SHALL BE 6". BALANCE OF BACKFILL MUST BE 100% CLEAN GRANULAR MATERIAL. FUELING CONTRACTOR SHALL COORDINATE TRENCHES IN ORDER TO ELIMINATE DUPLICATION OR CONFLICT WITH OTHER EXCAVATION OR STRUCTURES. FUEL CONTRACTOR TO STORE EXCAVATED MATERIALS ON SITE AT A LOCATION APPROVED BY THE GENERAL CONTRACTOR, FUEL CONTRACTOR TO PROVIDE A SEPARATE LINE ITEM IN THE BID FOR REMOVAL AND DISPOSAL OF THE EXCAVATED MATERIALS FROM THE SITE IN THE EVENT THE MATERIALS ARE UNSUITABEL FOR USE. 9. FUELING CONTRACTOR SHALL PROVIDE VAPOR RETURN LINES FOR EACH GASOLINE DISPENSING HOSE AND SHALL CONNECT SAME TO THE VAPOR RETURN TRUNK LINE. FOLLOW DISPENSER MANUFACTURER'S INSTALLATION INSTRUCTIONS. CAP LINES UNDER DISPENSERS. 10. FUELING CONTRACTOR SHALL TEST UNDERGROUND TANKS AND PIPING AS REQUIRED BY LOCAL, STATE OR NATIONAL CODES. TEST ON FUEL PIPING IS TO REMAIN ON UNTIL ALL CONCRETE HAS BEEN POURED AND ALL CONCRETE FORMS OVER PIPING HAVE BEEN REMOVED. FUELS CONTRACTOR SHALL PROVIDE A PRESSURE RELIEF VALVE AS PART OF THE TEST TREE TO PROVIDE THERMAL RELIEF. PIPE TEST SHALL BE AS SET FORTH IN ITEM B-4 OF PIPING SPECIFICATIONS SHEET EQ 1.7. 11. FUEL INSTALLER SHALL HAVE A REPRESENTATIVE ON -SITE OPENING DAY FOR THE ENTIRE DAY AND BE AVAILABLE TO TROUBLE SHOOT AND REPAIR OPERATIONAL PROBLEMS. 12. FUELS CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL FUEL AND VENT LINES PREPARED BY A LICENCED ENGINEER PRIOR TO TRENCH BACKFILLING. THIS INFORMATION TO BE PLACED ON THE AS -BUILT SURVEY REQUIRED AT JOB CLOSE-OUT. 13. FUELS CONTRACTOR SHALL PROVIDE AND INSTALL A YELLOW TAPE 24" WIDE WITH BLACK BOLD PRINTED LETTERS STATING "CAUTION FUEL LINES BELOW" IN ALL FUEL PIPING TRENCHES. " 14. FUELS CONTRACTOR SHALL PROVIDE AND INSTALL 2"x 3" NUMBERS, BLACK IN COLOR, FOR EACH DISPENSER #1 THRU #27. 15. FUEL CONTRACTOR TO PROVIDE AND FUELS CONTRACTOR TO INSTALL OPW-106 PRODUCT LABELS. CONFIRM FUEL TYPES WITH ARCHITECT PRIOR TO ORDERING. ONE REQUIRED FOR EACH TANK. 16. UPON COMPLETION AND FINAL TEST OF FUEL EQUIPMENT, FUELING CONTRACTOR SHALL PROVIDE THE OWNER WITH A LETTER CERTIFYING THAT THE INSTALLATION COMPLIES WITH ALL REQUIREMENTS OF EXISTING APPLICABLE LAWS LISTED IN ITEM 2 ABOVE. 17. THE FUEL CONTRACTOR TO BE RESPONSIBLE FOR SUPPLYING, INSTALLING AND MAKING FINAL CONNECTIONS ❑ ON ALL FUEL RELATED ELECTRICAL. 18. PUMP MAGNETIC STARTER SHALL BE PROVIDED WITH AUXILIARY CONTACTOR WITH 120V COIL FOR SOLENOID VALVE CONTROL. SUPPLIED BY FUEL CONTRACTOR. 19. FUELS CONTRACTOR SHALL PUMP 500 GALLONS OF PRODUCT THROUGH EACH DISPENSER PRIOR TO SUBSTANTIAL COMPLETION. CHANGE FILTERS AFTER PUMPING. 20. FUEL CONTRACTOR TO PROVIDE AND FUELS CONTRACTOR TO INSTALL OPW-106-FL-0100 PRODUCT MARKERS. LOCATE 50 FEET ON CENTER AT CENTERLINE OF FUEL PIPING TRENCH AND AT ALL CHANGES OF DIRECTION. 21. FUEL CONTRACTOR TO ORDER PUMPS FOR BURIAL DEPTH AS SHOWN ON SHEETS EQ 1.2 & 1.3 22. GENERAL CONTRACTOR TO PROVIDE ELECTRICAL CONDUITS RUN INTO THE DISPENSERS JUNCTION BOXES. LEGEND: DCFG DOUBLE CONTAINMENT FIBERGLASS PIPE FG SINGLE WALL FIBERGLASS PIPE • DIESEL CANOPY COLUMN GASOLINE CANOPY COLUMN o® TRENCH DRAIN M MASTER S SATELLITE D DIESEL U UNLEADED SU SUPER UNLEADED P'"U '„ THREE PRODUCT DISPENSER L FOUR PRODUCT DISPENSER 0 o TANK MANHOLE ------- VAPOR RETURN LINE . FUEL & VENT LINES Z 1 "=20' 0 10 20 71 Galloway, Romero & Associates Design Engineering Planning 5350 D.T.C. Parkway Englewood, Colorado 80111 Tel. (303) 770-8884 Fax. (303) 770-3636 REVISED R.V. DISPENSERS, CHANGED AUTO DIESEL LOCATION 1 9/5/97 No. REVISIONS/SUBMISSIONS pate a design build company 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-8407 JOB NAME FL I C; J TRAVEL l/ZA ST. LUCIE,FLOORDA DRAWING TITLE FUEL PIPING PLAN DRAWN PROJECT NO. JMK CHECKED SERIES F04(oll RER REVIEWED DRAWING NO. RER E01,1 DATE II/6/96 SCALE 1_ of 8_ r•2m-m• 12� MH5 rJ --- o AD1 H w H a MWt o t TREVIRA S-1125 GEOTEXTILE FABRIC SLOPE WALL OF EXCAVATION AS :r REQUIRED BY SOIL CONDITIONS AND/ OR LOCAL CODE OTE: SET ALL MANHOLES 1 1/2" ABOVE GRADE AND • 8" REINF. CONC. SLAB MH2 FFAIHFR 18" W/#4 BARS 12" O.C. 3/4" RGC. TO PUMP FAi EACH WAY ( BY OTHERS) DISC. SWITCH 2 COMPRESSIBLE FOAM BOARD MH4 FL2 MH3 FL1 -1 /4" VENT HOLE MH4 FP1 MH1 LD1 8" REINF. CONC. SLAB FM2 JTN BOX EAL- F __JTN BOX /4" V1 SEAL OFF 3/4" TO BLDG. 4" STEEL -BENTONITE FC1 4 RISER VE2 SEAL 5 4" STEEL RISER 4" `=. RISER EQ 1.2 1" R.G.C. TO OTHER 3" F.G. VENT EQ 1.2 TANK OR TO BLDG Xz LINE. SLOPE V2 V[ 1/8-/FT. DOWN TO TANK EL. 16.50 [� I I I 1 \ II \ FT1 / 3" F.G. PRODUCT LINE 6 3 11 11 II TG1 I \ / IN 4' F.G. CONTAINMENT 11 1 VV1 I PIPE TO SLOPE UNIFORMLY EQ 1.2 EO 1.2 11 II I \ / DOWN TO TANK II 1 2" STEEL MANIFOLD PIPING II / I II II II II II II II 1 � I 1 F.G. ANCHOR STRAP (5) 1 IF2 II II II II 1 1 � wo II 1 I II II II I 1 11 1 O a � °' 11 11 11 a 0 1 0 1 11 1 m¢ I II II I 1 11 �� II II \ II �� no 0 1 1 TURNBUCKLE (12) I / II / II II JAIL PLOW I 11 11 11 6X 19 STEEL CABLE (12) I / a ?'-0" MIN. d d d e d O n PEA GRAVEL a r 20,000 GALLON DIESEL TANK SCALE: 3/8"= V-0" --� V d dd � a C d + r * 2' — 0' MIN. * OBTAIN DIMENSION FROM TANK MANUF aCIURERS 5 EQ 1.3 FL2 8" REINF. CONC. FL2 FL2 VRC SLAB BY OTHERS — 4" STEEL PIPE RISER 4"•STEEL PIPE RISER MH3 VA MH3 MH3 MH3 3" F.G. VENT 3" F.G. VENT PIPE VE1 4" STEEL PIPE RISER RISER PIPE VEt //PIPE �DPIPE OWNSTOPTANK /FT // VE2 DOWNSTOPTANKS"/FT PIPE GRAVEL 3" F.G74 PEA GRAVEL FT2 FT1 A34 2'-0" GASOLINE TANK nNIMUM GASOLINE TANK 12,000 GAL. 20,000 GAL. 3/4" STEEL TURNBUCKLE EPDXY COAT ALL STEEL ® EPDXY COAT ALL STEEL AFTER INSTALLATION — AFTER INSTALLATION 6X19 PLOW STEEL 3/2- CABLE WITH 1" STEEL ANCHOR PEA GRAVEL PEA GRAVEL PEA GRAVEL C DIESEL \NK 20,000 ;AC. 3/4" STEEL 1URNBUCKLE EPDXY COAT LL STEEL AFTER INSTAL .ATION — 1" STEEL AN ,I 12" 12'- 4" 12" 1 12._4" 12" DIESEL & GASOLINE TANK ANCHORING DETAIL 2 SCALE: 3/8"=1'-O" EQ 1.2 PEA GRAVEL . FEMALE SECTION FIBERGLASS 1 SECONDARY CONTAINMENT PIPE FIBERGLASS PRODUCT PIPE —1 1 ADHESIVE FILL NOTE: Ot SAND INNER SURFACE OF COUPLING AND OUTER SURFACE OF FIBERGLASS PIPE. APPLY ADHESIVE TO INSIDE SURFACE OF FRP COUPLING AND OUTSIDE SURFACE OF FRP PIPE JUST BEFORE FINAL ASSEMBLY. NOTE: TANKS BURIAL DEPTH SHALL NOT EXCEED 7'-0" NOTE: ALL TANKS INCLUDE CONC. ANCHORING SLAB BY FUELING CONTRACTOR REINFORCED CONCRETE SLAB WITH #5 BARS 0 12" D.C. B.W. SEE DETAIL 3/EQ1.2 (BY FUELING CONTRACTOR) REINFORCED CONCRETE SLAB WITH #5 BARS 0 12" O.C. B.W. SEE DETAIL 3/EQ1.2 (BY FUELING CONTRACTOR) TURBINE PUMP ENCLOSURE WALL (INSIDE) — FRP COUPLING — MALE SECTION NIPPLE / REDUCER WITH /— / TEST CONNECTION 1 SEAI FLEX CONNECTOR 3/4"0 CONDUIT + SEALING GROM! SCHRADER �( 10 PSIG GAUGE - REMOVE VALVE AFTER AIR TEST TO ALLOW SECONDARY CONTAINMENT PIPE TO DRAIN INTO SUMP TYPICAL PIPE PENETRATION NOT TO SCALE NOTE: SEE SHEET EQ 1.6 FOR KEY TO EQUIPMENT SCHEDULE r BOX + ONNECTING 2E 72" MIN. AMP iS STEEL WITCH 4TED PLASTIC CASING + CONTRACTOR SUPPLIED PIPING SUMP SENSOR DETAIL 4 NOT TO SCALE EQ t2 4" STANDPIPE & CAP rr —1 18" --- JUNCTION BOX (NEMA-4) ** a ° ° 0 CABLE _SEAL -OFF TO TANK SUMP TO BLDG. 3/4" R.G.0 CONDUIT 1 4" NPT FITTING 3/4" R.G. CONDUIT +* RESERVOIR LIQUID LEVEL - -- ---- O-------- O0 RESERVOIR SENSOR L DOUBLE WALL TANK »+ CONTRACTOR SUPPLIED HYDROSTATIC RESERVOIR SENSOR NOT TO SCALE m SAND THESE SURFACES FIRST, PLACE TURBINE ENCLOSURE ONTO COLLAR, THEN APPLY ADHESIVE INTO THE ADHESIVE CHANNEL FF7IBEggRGLEEASSSN UU EE SUPPLIIEDEBYL�ERXES NOTE: DIESEL TANKS HAVE 48" HDPE TOP COLLAR. GASOLINE TANKS HAVE 42" COLLAR. TURBINE ENCLOSURE ADHESIVE TURINE I ENCLOSURE COLLAR COLLAR � CONTAINMENT COLLAR s NOT TO SCALE EQ 1.2 ADHESIVE CHANNEL y6 BARS 5'-0" LONG O.C. 0 45• TO MAIN NFORCING BARS CONCRETE SLAB REINFORCING BARS PUMP MANHOLE REINFORCING DETAIL SCALE: 3/8" = l'-O" NOTES: + TANKS INSTALLED WITH BACKFILL TO TOP OF TANK BUT WITHOUT BACKFILL TO GRADE SHOULD BE COMPLETELY FILLED WITH WATER AS BALLAST WITH NON - CHLORINE ALGICIDE. DO NOT PLACE WATER IN TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. SEE SHEET EQ1.4 FOR TANK INSTALLATION. FUEL CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF THE WATER USED FOR BALLAST. FUEL CONTRACTOR TO PROVIDE A SEPARATE LINE ITEM ON THE BID FOR THE FILLING AND REMOVAL OF WATER BALLAST AND NON -CHLORINE ALGICIDE. + XERXES TANK DIMENSIONS ARE SHOWN. FOLLOW MANUFACTURER'§` DIMENSIONS AND INSTALLATION INSTRUCTIONS IF OTHER BRAND IS PROVIDED. Galloway, Romero & Associates Design Engineering Planning 5350 D.T.C. Parkway Englewood, Colorado 80111 TeL (303) 770-8884 Fax. (303) 770-3636 No. REVISIONS/SUBMISSIONS 1 Date a design build company 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734 8407 JOB NAME PL jNG J TRAVEL RAEI F/Z/ 5T. LUCIE, FLOORVAA DRAWING TITLE DOUBLE UJALL FIBERGLASS DIESEL TANK s DETAILS SEAL DRAWN PROJECT NO. JMK CHECKED SERIES F04612 RER REVIEWED DRAWING NO. RER v DATE E L Il/6/96 SCALE NOTED 2 O i 8 1ZZ MME Uj PEA GRAVEL MANIFOLD 4" STEEL RISER BENTONINTE SEAL TANKS BURIAL DEPTH SHALL NOT • • ALL TANKS INCLUDE CONC. ANCHORING SLAB BY FUELING CONTRACTOR o AD1 � w J M WI o N z TREVIRA 5-1125 GEOTEXTILE FABRIC 6 SLOPE WALL OF 0 EXCAVATION AS 2-4 REQUIRED BY SOIL CONDITIONS AND/ OR LOCAL CODE N ao EQ 1.3 / X II I M a I I I II o I o I o 0 DROP TUBE \ TO BE 6" \ FROM TANK II \ BOTTOM I _SSIBLE FOAM BOARD B" REItIF. CONIC. SLAB JUNCTION W/#4 BARS 12" O.C. OX MH4 EACH WAY ( BY OTHERS) u. �J.'. �---.- J_ _++ Jam•, i_.• -i� i� 3/4" R.G.C. 6 EQ 1.3 DOUBLE CONTAINMEN 'FUEL LINE TO SLOPE UNIFORMLY DOWN TO TANK TREVIRA 5-1125 3 GEOTEXTILE FABRIC EQ 1.3 \ 3/4" R.G.C. TO BLDG. \ F.G. ANCHOR STRAP (TYP. 4) - SLOPE WALL OF EXCAVATION AS REQUIRED BY TURNBUCKLE I SOIL CONDITIONS (TYP. 8) OR LOCAL CODE I! �,.JP��ILJi�.it II�III II IC'%uJLJL IL? N e m QO e e °e 2'-0" MIN. io PEA GRAVEL ■ 4 ° ° e ° • + 24'-0 114 1" STEEL ANCHOR (TYP. 8) ° d e ° e d • * 2'-0' MIN. i + OBTAIN DIMENSIONS FROM TANK MANUFACTURERS 12,000 GALLON GASOLINE TANK SCALE: 3/8"= 1'-0" REINFORCED CONCRETE SLAB WITH #5 BARS ® 12" O.C. B.W. SEE DETAIL 2/EQ1.2 (BY FUELING CONTRACTOR) OTE: SET ALL MANHOLES 1/2" ABOVE GRADE AND -ATHER 18" •W101411111112VIANIZI111 • LEMH5 LOCATE ON LANDSCAPED AREA IN 3' CONIC. SLAB JTN BOX SEAL OFF FC1 4" STEEL 4 RISER BENTONINTE SEAL EQ 1.3 A �STEEL RISER oil • / • \ aj�/ FEMALE SECTION TURBINE PUMP ENCLOSURE WALL (INSIDE) FIBERGLASS FRP COUPLING i SECONDARY MALE SECTION CONTAINMENT PIPE NIPPLE — REDUCER WITH TEST CONNECTION FIBERGLASS PRODUCT PIPE 1 , ADHESIVE FILL NOTE; 1D SAND INNER SURFACE OF COUPLING AND OUTER SURFACE OF FIBERGLASS PIPE. APPLY ADHESIVE TO INSIDE SURFACE OF FRP COUPLING AND OUTSIDE SURFACE OF FRP PIPE JUST BEFORE FINAL ASSEMBLY. SEAL -OFF . FLEX CONNECTOR 3/4'0 CONDUIT . / SEALING GROMMET + — SCHRADER r 10 PSIG GAUGE - REMOVE VALVE AFTER AIR TEST TO ALLOW SECONDARY CONTAINMENT PIPE TO DRAIN INTO SUMP TYPICAL PIPE PENETRATION NOT TO SCALE TP"" / 111 EL. 16.50 \ TANKS BURIAL DEPTH SHALL NOT FTi / / 3" F.G. PRODUCT LINE - I I \ EXCEED 7'-0" IN 4" F.G. CONTAINMENT 7 3 TGi I D PIPE TO SLOPE UNIFORMLY EQ 1.3 EQ 1.3 I o VV1 I \ NOTE: ./ DOWN TO TANK II I I \ ALL TANKS INCLUDE e 2'-0" + MIN. N I I \ GONG. ANCHORING SLAB F.G. ANCHOR STRAP (6) n IF2 I BY FUELING CONTRACTOR 00 II I mK II II I I 1I fn I o o ii o o mQ II II & I I /4" EL I TURNBUCKLE (12) o w 1 I II IPLO I /' 6 X 19 STEEL a CABLE (12) Hill A� H ( P. OR2 I / i PEA GRAVEL' _ d e e + r • + + 2'-0" REINFORCED CONCRETE SLAB WITH 37'-8 3/4" MIN. #j) BARS ® 12" O.C. B.W. SEE DETAIL 2/E 01.2 + OBTAIN DIMENSION FROM TANK MANJFACTURERS (BY FUELING CONTRACTOR) 20,000 GALLON GASOLINE TANK , SCALE: 3,/8"= 1'-0" EQ 1.3 4 4 D D F.G. THREADED & SPIGOT 3" F.G. PIPE ADAPTER RISER 3" F.G. VAPOR CONN. 5 SCALE: 3/4"= 1'-0" II 1.3 * CONTRACTOR SUPPLIED NOT TO SCALE 4" STANDPIPE & CAP *• 1 i JUNCTION BOX + PROBE CONNECTING CABLE LEAD WIRE 72" MIN. TRIP ROD HOSE CLAMP STAINLESS STEEL FLOAT SWITCH PERFORATED PLASTIC CASING 4 1.3 JUNCTION BOX • O v v e v a v a v v > v a v • o a v v O v • v ., CABLE I SEAL -OFF TO TANK SUMP TO BLDG. 3/4" R.G.0 CONDUIT I 4" NPT FITTING I 3/4" R,G. CONDUIT ** RESERVOIR LIQUID LEVEL O RESERVOIR SENSOR DOUBLE WALL TANK +• CONTRACTOR SUPPLIED HYDROSTATIC RESERVOIR SENSOR m SAND THESE SURFACES FIRST, PLACE TURBINE ENCLOSURE ONTO COLLAR, THEN APPLY ADHESIVE INTO THE ADHESIVE CHANNEL FIBERGLASS ECo SUD BNOTE: DIESEL TANKS HAVE 48" HDPE TOP COLLAR. GASOLINE TANKS HAVE 42" COLLAR, TURBINE ENCLOSURE ADHESIVE 1 / TURBINE LOSURE ADHESIVE CHANNEL COLLAR COLLAR CONTAINMENT COLLAR 7 NOT TO SCALE EQ 1.3 - ;y6 BARS 5'-0" LONG ^ O.C. ® 45' TO MAIN NFORCING BARS CONCRETE SLAB REINFORCING BARS IF PUMP MANHOLE REINFORCING DETAIL SCALE: 3/8" = V-0" NOTES: * TANKS INSTALLED WITH BACKFILL TO TOP OF TANK BUT WITHOUT BACKFILL TO GRADE SHOULD BE COMPLETELY FILLED WITH WATER AS BALLAST WITH NON - CHLORINE ALGICIDE. DO NOT PLACE WATER IN TANK UNTIL BACKFILL IS EVEN WITH TANK TOP. SEE SHEET EQ1.4 FOR TANK INSTALLATION. FUEL CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF THE WATER USED FOR BALLAST. FUEL CONTRACTOR TO PROVIDE A SEPARATE LINE ITEM ON THE BID FOR THE FILLING AND REMOVAL OF WATER BALLAST AND NON -CHLORINE ALGICIDE. * XERXES TANK DIMENSIONS ARE SHOWN. FOLLOW MANUFACTURER'S DIMENSIONS AND INSTALLATION INSTRUCTIONS IF OTHER BRAND IS PROVIDED. NOTE: SEE SHEET EQ 1.6 FOR KEY TO EQUIPMENT SCHEDULE Galloway, Romero & Associates Design Engineering Planning 5350 D.T.C. Parkway Englewood, Colorado 80111 Tel. (303) 770-8884 1 Fax. (303) 770-3636 No. REVISIONS/SUBMISSIONS Date a design build company., 50 WEST 880 SOUTH, BRIGHAM CITY, UTAH 84302-676 (801) 734-6407 JOB NAME FLN-ING J TRAVEL fi LAZA 5T. LUCIE, FLORIDA DRAWING TITLE DOUBLE WALL FIBERGLASS GASOLILNE TANK 8 DETAILS SEAL DRAWN PROJECT NO. JMK CHECKED SERIES IRER F04613 REVIEWED DRAWING NO. RER DATE I + II/6i96 SCALE NOTED 3 of 0 FIBERGLASS TANK INSTALLATION: 1. HANDLING. TANKS SHALL NOT BE DROPPED, ROLLED OR IMPACTED. CHOCK THE TANKS UNTIL READY FOR INSTALLATION. TIE DOWN TANKS IF HIGH WINDS ARE EXPECTED WITH MINIMUM 3/4" DIAMETER NYLON OR HEMP ROPE OVER EACH TANK ANCHORED TO STAKES TO PREVENT TANKS FROM BEING MOVED. USE ALL INSTALLATION LUGS TO LIFT TANKS. GUIDE THE TANKS WITH GUIDELINES. DO NOT USE CHAINS OR CABLES AROUND TANKS, IF TANKS HAVE TO BE MOVED, SET ON SMOOTH GROUND FREE OF ROCKS AND SHARP OBJECTS AND RE -CHOCK. VERIFY CAPACITY OF LIFTING EQUIPMENT BEFORE_ LIFTING TANK. 2. TESTING, DOUBLE -WALL TANKS ARE SHIPPED TO THE JOBSITE WITH A HYDROSTATIC MONITORING SYSTEM THAT INCLUDES A NON -TOXIC COLORED MONITORING FLUID BETWEEN THE TANK WALLS. THIS FLUID WILL BE A BRINE. SOLUTION. IN THE UNLIKELY EVENT OF A TANK LEAK, THIS MONITORING FLUID WILL LEAVE A COLORED TRACE ON THE TANK. RESERVOIR LEVEL CHECK: DO REMOVE THE 4" PLUG FROM THE RESERVOIR FITTING. INSPECT FOR MONITORING TRACER FLUID. IF RESERVOIR IS EMPTY, IMMEDIATELY CALL FIELD SERVICE REPRESENTATIVE. DO NOT ATTACH AIR PRESSURE LINE DIRECTLY TO AND ANNULAR SPACE FITTING. OUTER WALL TEST STEP #1 CLOSELY INSPECT OUTER WALL FOR ANY TRACE OF COLORED MONITORING TRACER FLUID. IMPORTANT: IF A COLORED FLUID IS FOUND DURING ANY TEST, DISCONTINUE THE INSTALLATION AND IMMEDIATELY CONTACT FIELD SERVICE REPRESENTATIVE STEP #2 DO TIGHTEN ALL FITTING PLUGS TO THE ANNULAR SPACE AND RESERVOIR TO AVOID SPILLING MONITORING FLUID. INSPECT TANK BOTTOM BY LIFTING TANK. AFTER COMPLETING INSPECTION OF TANK BOTTOM, REPLACE TANK ON BUMPER PADS. DO NOT ROTATE TANK. STAND UNDER TANK WHILE THE TANK IS IN THE AIR. INJURY OR DEATH COULD OCCUR. STEP #3 DO CONNECT AIR COMPRESSOR TO PRIMARY TANK FITTING. USE A PRESSURE RELIEF VALVE. DO NOT ATTACH PRESSURE LINE TO ANY ANNULAR SPACE FITTING. LIFT TANK WITH PRESSURE ON IT. THIS COULD RESULT IN PERSONAL INJURY. STEP #4 APPLY A SOAPY WATER SOLUTION TO ALL FITTINGS AND MANWAYS. CHECK FOR LEAKS AS INDICATED BY BUBBLES. IF BUBBLES ARE PRESENT, TIGHTEN THE PLUGS OR BOLTS AND RETEST. INNER WALL TEST RELEASE PRESSURE FROM PRIMARY TANK. REMOVE PRIMARY TANK FITTING PLUG. LOOK INSIDE FOR ANY ACCUMULATION OF MONITORING TRACER FLUID. IMPORTANT: IF A COLORED FLUID IS FOUND DURING ANY TEST, DISCONTINUE THE INSTALLATION AND IMMEDIATELY CONTACT FIELD SERVICE REPRESENTATIVE. REPLACE AND TIGHTEN FITTING PLUG 2" FIBERGLASSI PRODUCT PIPE FIBERGLASS 3" FIBERGLASS REDUCING BUSHING 3" SECONDARY CONTAINMENT PIPEY 4" FIBERGLASS CONTAINMENT PIPE Z NIPPLE 2" FIBERGLASS ELBOW ° FIBERGLASS PIPE REDUCING DETAIL r-- 3" CLAMSHELL ELBOW W/ 8 o WING NUTS & EPDXY NOT TO SCALE EQ 1.4 SEALANT 0 0 O TO TANK 0 0 3. BED AND BACKFILL MATERIAL USE A NATURALLY ROUNDED AGGREGATE, CLEAN AND FREE FLOWING WITH PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4" IN DIAMETER. THIS MATERIAL IS COMMONLY CALLED "WASHED PEA GRAVEL". AS AN ALTERNATE IN AREAS WHERE GRAVEL IS NOT AVAILABLE, STONE CRUSHINIGS WITH ANGULAR PARTICLE SIZE NOT LESS THAN 1/8" OR NOT MORE THAN 1/2" IN DIAMETER, WASHED AND PARAGRAPH 9.1 REQUIREMENTS FOR QUALITY AND SOUNDNESS. THE BACKFILL SHOULD NOT HAVE MORE THAN 3% PASSING THE #8 SIEVE. THE DRY DENSITY MUST BE A MINIMUM OF 90 POE. IN WINTER CONDITIONS BACKFILL MUST BE DRY AND FREE OF ICE. NO OTHER MATERIAL IS ACCEPTABLE WITHOUT WRITTEN APPROVAL FROM TANK MANUFACTURER. REQUEST A SIEVE ANALYSIS FROM SUPPLIER. 4. HOLE SIZE. HOLE DEPTH MUST BE EQUAL TO THE AGGREGATE SUM OF THE SURFACE PAVING PLUS BACKFILL, PLUS TANK DIAMETER, PLUS 12" BED PLUS ANCHOR SLAB DEPTH IF APPLICABLE. LENGTH AND WIDTH OF HOLE SHALL BE THE AGGREGATE SUM OF ALL TANK DIAMETERS PLUS TWO FEET SPACING BETWEEN TANKS AND TWO FEET BETWEEN OUTBOARD TANK AND EDGE OF EXCAVATION,, AND BETWEEN TANK BULKHEAD AND EDGE OF EXCAVATION. IN AREAS OF POOR SOIL, HOLE WALLS MUST BE BENCHED AND SLOPED AT 1:2 SLOPE BETWEEN BENCHES OR SHORED AS REQUIRED TO RETAIN THE EARTH. IN THIS CASE A WIDER EXCAVATION WILL BE REQUIRED. DO NOT PLACE MORE THAN SEVEN FEET OF BACKFILL OVER THE TANKS. 5. TANK INSTALLATION -WET HI LE. IN AREAS WHERE A WATER TABLE IS PRESENT, THE TANK HOLE SHALL BE PUMPED DRY BY INSTALLATION OF WELL POINTS IN SUFFICIENT NUMBER TO MAINTAIN THE WATER LEVEL BELOW THE TANK BED. MAKE 'SURE THAT THE TANKS ARE SET LEVEL AND THAT THE SPACING BETWEEN TANKS IS MAINTAINED. PROVIDE TREVIRA #5-1125 GEOTEXTILE FABRIC AS SHOWN IN TANK DETAILS. 12" LAP MIN. THE OBJECT IS TO PREVENT MIGRATION OF THE PEA GRAVEL. ENTIRE HOLE SURFACES NOT COVERED WITH CONCRETE SHALL RECEIVE THE FABRIC. 6. TANK BALLAST CONTRACTOR SHALL NOT USE WATER TO BALLAST TANKS WITHOUT PRIOR WRITTEN APPROVAL OF ARCHITECT. IF WATER IS USED, A NON -CHLORINE ALGAECIDE SHALL BE ADDED. 7. USE FIBERGLAS ANCHOR STRAPS ON TOP OF ALL RIBS MARKED -). THE ANCHOR POINTS MUST BE EQUAL TO THE TANK DIAMETER, PLUS ONE FOOT ON EACH SIDE OF THE TANK. THE STEEL ANCHORS MUST LINE UP WITH THE RIB + 1". DO NOT USE CABLES OR STRAPS BETWEEN RIBS. ALL STRAPS SHALL BE TIGHTENED WITH TURNBUCKLES TO GIVE "TIGHT" FIT OF STRAP TO TANK. THE TANKS SHALL BE ANCHORED TO REINFORCED CONCRETE DEADMEN AS SHOWN ON THE DRAWINGS UTILIZING STEEL ANCHORS OF SIZE AND DIMENSIONS SHOWN IN THE DRAWINGS. ALTERNATE: USE STEEL WIRE CABLE WITH TURNBUCKLES ON ONE SIDE AND THREE CLAMPS ON THE OTHER SIDE. SIZES AS SHOWN IN THE DRAWINGS, MINIMUM SIZES FOR 8 FT. AND 10 FT. DIAMETER TANKS: WIRE ROPE 6X19 PLOW STEEL 1/2" DIAMETER WITH 2O,000 #TENSILE STRENGTH TURNBUCKLE - DIAMETER HOOK TYPE 1 1/2" EYE TYPE 1" ANCHOR BOLTS HOOK TYPE 1 1/2" EYE TYPE i" 8. TANK INSTALLER SHALL CERTIFY IN WRITING THAT TANKS WERE INSTALLED IN FULL COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS' AND SHALL PROVIDE TO THE OWNER A SIEVE ANALYSIS OF THE MATERIAL USED AS BACKFILL. g TANK INSTALLATION DRY HOLE: IN AREAS WHERE WATER TABLE IS NOT PRESENT, MAKE SURE THAT THE TANKS ARE SET LEVEL AND THAT THE SPACING BETWEEN TANKS IS MAINTAINED. PROVIDE TREVIRA �S-1125 GEOTEXTILE FABRIC AS SHOWN IN TANK DETAILS. 12' LAP MIN. THE OBJECT IS TO PREVENT MIGRATION OF FINES INTO THE PEA GRAVEL. ENTIRE HOLE SURFACES NOT COVERED WITH CONCRETE SHALL RECEIVE FABRIC. C u FN1 RELOCATE ELBOW TO ;�� ALLOW INSTALLATION OF FILTER HS1 FV2 CAULK WITH CLEAR JOINT SEALER ALL AROUND DISPENSER BASE / / / / 7 J-�- % 1-�% 1 NOTE: USE FV2 FILTER A' ATELLITE DISPENSER. USE BREAKAWAY `✓ dE AT ALL MASTERS AND SATELLITE DIS! '"JSER HOSES. DIESEL MASTER SPENSER 3 NOT TO SCALE EQ 1.4 (GASOLINE PROC NOTE: INSTALL NOZZLE AT END OF HOSE (TYP. FD5 R.V. MASTER DISPENSER FD5 R.V. SATELLITE DISPENSER NOT TO SCALE ASPHALT 2" F.G. I' 0/W SEF 1/4"/FT. FROM ATOR, SLOPE 1'NN TO MH4 v. �o TANK CONDUIT FOR HYDROSTATIC JUNCTION BOX v �v a� .,_. 2" COMPRESSIBLE FUTURE MONITOR MH1 slvs NOTE: SET ALL MANHOLES 1 1/2" ABOVE GRADE AND FEATHER 12" FOAM FL11 6X6 - 2.9W X 2AW STEEL WIFE MESH 16'-0" X 6'-0" X 6" MH2 THICK CONCRETE SLAB �. _S wx xi-ev vvi_F 14 3°97v°jV-3Lv Lv v �v—Yl'-°.. 1r1T 0 4" FT3 - - II II ------ / DOUBLE TAP z BUSHING I TG1 I I I I l� r Ln 4„X2" REDUCER I m Wo BUSHING II e 1 Via_ �N< II II I I U II U (FOR DIESEL) (FOR DIESEL) )DUCT DISPENSER LER (TYP.) 2" HOLDING TANK VENT RISER — 3" GASOLINE VENT RISER — I VC3 11 VC2 I I VC1 a WW W� lu p�• WIN VIP.i,i �I �i �MIpiA DO NOT PAINT VENT VALVES 3" STEEL PIPE PAINT BLACK DIESEL VENT RISERS U-BOLT (TYP.) F 3" SWING JOINT CONNECT TO L F.G S PIPE VENT LINES CONDUIT FOR FUTURE 2" SWING JOINT TANK GAUGE CONNECT TO F.G. STEEL RISER 2" F.G. VENT LINE 17 PIPE VENT LINES 2" F.G. VENT PIPE. SLOPE 1/8"/FT. DOWN SLOPE WALL OF TO TANK EXCAVATION AS 4" STEEL REQUIRED BY SOIL � FILL RISER- CONDITIONS AND/OR II WRAPPED = LOCAL CODES. I III: F.G. ANCHOR STRAP (2) I GEOTEXTILE FABRIC, TREVIRA #5-1125 4" CLAM SHELL GEOTEXTILE FABRIC �� -II TURNBUCKLE (4) 3" X 4" CLAM SHELL TEE OR ELBOW-_----_-`DL-_ ll___________ 4' ALUMINUM DROP TUBE 11 REDUCING FITTING -\ N PEA GRAVEL 3" FIBERGLASS v v'v o o v v - NOTE: CHECK EQI.1 FOR LOCATION OF SPILLS TANK PRODUCT PIPE 3/4" STEEL - i ° °° ° ° ° °—°'° ° p - s °-'"y ° ° a WIRE ROPE o v « 12" X 12" X 15'-1 1/4" THICK REINF. DEADMEN W/TWO #4 BARS 6" O.C. BY FUELING CONTRACTOR NOTE: ALL TURNBUCKLES, WIRE ROPE, CLAMPS AND STEEL ANCHORS SHALL BE EPDXY COATED AFTER INSTALLATION. ANCHOR$-".� °°° « OBTAIN DIMENSION FROM TANK « « y MANUFACTURER «« DEPTH BASED ON 1/8"/FT. _0•• 11'-4 1/4" _ SLOPE OF FILL LINE FROM - OIL/TANK SEPARATOR IYP' 10C GALLON OIL CONTAINMENT TANK SCAI1 /8"=I'-O„ SEALED WITH EPDXY SEALANT 0 0 3" FIBERGLASS SECONDARY CONTAINMENT PIPE CL OF TRENCH 0 0 24" WIDE WARNING 0 0 3" CLAMSHELL SLEEVE TAPE SEE NOTE 13 ON SHEET EQ 1.1 FM1 W/ WING NUTS & EPDXY SEALANT CONCRETE PAVING 2" FIBERGLASS PIPE z \ 3" X 3" CLAMSHELL TEE _. W/ WING NUTS & EPDXY 3" SECONDARY CONTAINMENT PIPE o o SEALANT — 3" 45' CLAMSHELL ELL 2" FIBERGLASS TEE GRANULAR BACKFILL - 3" VAPOR RETURN LINE 00 N 0 O O O O _ ^ 2" F.G. PIPE 3" CLAMSHELL ELL OR TEE TO DISPENSER TO DISPENSER 7 1 2 9 9" 9" 7 1 2" 3" F.C.. PIPE NOTE: 3" PIPING SIMILAR WITH 4" CONTAINMENT PIPING JOINTS SECONDARY 2" X 3" SECONDARY CONTAINMENT PIPING CONTAINMENT DETAIL 1 CROSSOVER DETAIL 2 NOT TO SCALE EQ 1.4J NOT TO SCALE EQ 1.4 24" WIDE WARNING TAPE SEE NOTE 13 ON SHEET EQ 1.1 -\ FM1 OF TRENCH NOTE: REFER TO SHEET EQ 1.6 FOR EQUIPMENT SCHEDULE AND TO SHEET EQ 1.7 FOR PIPING INSTALLATION INSTRUCTIONS. LfRETURN TE PAVING MSHELL ELL NULAR BACKFILL LINE 3" F.G. PIPES I 4" CLAMSHELL ELL OR TEE J B" 10" 10" g" 7 1/2" 4" F.G. PIPE 3" X 4" SECONDARY CONTAINMENT PIPING CROSSOVER DETAIL 6 NOT TO SCALE EQ 1.4 3" PIPE SUPPORT PAINT BLACK - 3" COUPLING (TYP.) CONCRETE SLAB SLOPE 1/8"/FT. i 3" ELL DOWN TO TANKS 3" F.G. VENT LINES F.G. THREADED SLOPE 1/8"/FT. DOWN ADAPTER TO TANKS PLAN VENT RISER DETAIL �� SCALE: 3/8" = 1'-0" EQ 1.4 SET PIPE SUPPORT IN CONC. BASE -WRAP ALL U.G. STEEL PIPE AND FITTINGS PER 8.3SHEET \ Xi1 \Q 1.7 � 3" ELL 3" SHOULDER NIPPLE DO NOT USE CLOSE NIPPLE Galloway, Romero & Associates Design Engineering Planning 5350 D.T.C. Parkway Englewood, Colorado 80111 Tel. (303) 770-8884 Fax. (303) 770-3636 1 REVISED R.V. MASTER SATELLITE 9 5 97 No. REVISIONS/SUBMISSIONS Dats a design build company 50 WEST 990 SOUTH, BRIOGHAM CITY, UTAH 84302-878 (8011) 734--8407 JOB NAME PL 1 NG J TRAVEL LAZA ST. LUCIE, FLORIDA DRAWING TITLE DOUBLE WALL PIPE DETIALS 4 OIL CONTAINMENT TANK SEAL DRAWN PROJECT NO. JMK CHECKED SBRINS F04614 RER REVIEWED DRAWING NO, RBR V�1.4 DATE II/656 4 of a SCALE NOTE0 Rw `7i"'1 36'-0" 24'-0" 0.. 3•-0" S-9^ 4'-3" 10'-0" 6''-3" 1 3'-9" 3'-0" 1'-0" 1'_8" 10' 3" 4,-6„ 7'-6" 1 X 44" FRP DISPENSER DRIP BOX 16" X 44- FRP DISPENSER DRIP BOX — r--- ---� NDER (TYP.) UNDER (TYP.) r----- -------� I I °--- m ° - - - - - I I--+-- F - - - ;< _____________ o' ------------- -� r_ �__ _______ ___________ r___________ _______ o 11 6 -- ---' 6 y o I N O O OI O O OII I 11 EQ 1.5 p ° NZ o EQ L5 DISPENSER DRIP BOX _ ` UNDER ( ) TRASH CONTAINER SEE TYPICAL LIGHT BASE BY ____ ___ L ___'_ __'"_ __'"_'__ - JI LIGHT POLE BY OTHERS CONCRETE CURB 16 NOTE 2 SHEET EQ 1.6 OTHERS 7 MPD-8 FOUR PRODUCT TRASH CONTAINER SEE FREEZE PROOFWATER HYDRANT MPD-;8 FOUR PRODUCT DISPENSER WITH CONOCO LOGO NOTE 2- SHT. EQ 1.5 DISPENSER Vv "CONOCO LOGO R.V. SATELLITE ISLAND 3 -)PPER SCALE: 3/8"= 1'-0" EQ 1.5 CONOCO DISPENSE, CONOCO DISPENSER TOPPER GASOLINE ISLAND � RT CANOPY SUPPOCOLUMN CANOPY SUPPORT COLUMN WITH SCALE: 3/8"= 1'-0" 1.5 1.5 CONOCO COLUMN WRAP ARC, D CONOCO COLUMN WRAP AROUND 36'-0" 1'-0" 3'-3" 3'-9" 2'-0" 2'-3" 2'-3" 16" X 44" FRP DISPENSER DRIP BOX UNDER (TYP.) I 6 ° I 0 iv �L___-___- _-- L — — — — 61 (D MPD-6 THREE PRODUCT DISPENSER WITH CONOCO LOGO CONOCO DISPENSER TOPPER CANOPY SUPPORT COLUMN WITH CONOCO COLUMN WRAP AROUND TRASH CONTAINER, SEE NOTE 2-SHT. EQ 1.5 EM GASOLINE ISLAND WITH DIESEL SCALE: 3/8"= V-O" 12" 1 2'-0" i S-9" 3'-3" 16" X 44" FRP DISPENSER DRIP BOX UNDER (TYP.) m to I o 1 6 1 \\Nffl 1 O O N 1 ° ° — �---_ -- — — _ J rn MPD-6 THREE PRODUC jSPENSER WITH C, "CO LOGO CONOCO DISPENSER T01" CANOPY SUPPORT COLUMN ;1 CONOCO COLUMN WRAP AR'. STEEL ISLAND FORMS: 1. FUELING CONTRACTOR SHALL FURNISH AND INSTALL PREFABRICATED STEEL ISLAND FORMS OF DIMENSIONS AS SHOWN IN THE DRAWINGS. 2. MATERIAL SHALL 13E 12 GA. PRIME QUALITY BLACK HOT ROLLED STEEL. ALL TOP OF FORMS SHALL HAVE A 1 3/4" WIDE BY 7/8" DEEP CONTINUOUS ROLLED EDGE. 13" HIGH SKIRT. 3. EACH ISLAND SHALL CONSIST OF TWO FORMED ENDS AND TWO OR MORE STRAIGHT SECTIONS DEPENDING ON ISLAND LENGTH. PROVIDE STEEL ANGLE BRACING ON 24" O.C. FASTENED WITH "J" BOLTS. STRAIGHT SECTIONS SHALL HAVE 1" X 1" JOINING ANGLES FASTENED WITH TWO 5/16" X 1" HEX HEAD CAP SCREWS AND NUTS. BOTTOM OF SKIRT SHALL HAVE A 1" FLANGED STIFFENER AT BOTTOM. 4. ALL ISLAND FORMS SHALL BE INSTALLED WITH TOP SIX INCHES ABOVE FINISHED GRADE AND SHALL BE PLUMB AND LEVEL. 5. ALL STEEL SHALL BE SHOP PRIMED WITH ONE COAT OF BARIUM METABORATE PRIMER. PAINTING OF EXPOSED SURFACES SHALL BE AS CALLED FOR IN THE PAINTING SPECIFICATIONS. APPLY A MINIMUM OF TWO COATS. COLOR AS FOLLOWS: GASOLINE & R.V ISLANDS: CONOCO CHARCOAL DIESEL ISLANDS: VANDYKE BROWN SUGGESTED MANUFACTURER: AMFAB P.O. BOX 30112 MEMPHIS, TN 38130-0112 CONCRETE: FUELING CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONCRETE FOR TANK ANCHORING SLABS. CONCRETE SHALL BE READY -MIX PORTLAND CEMENT CONCRETE, 3000 PSI TEST AT 28 DAYS. CONCRETE FOR DRIVES, ISLANDS, CURBS, ETC. SHALL BE PROVIDED AND INSTALLED BY THE CONCRETE CONTRACTOR IN ACCORDANCE TO THE STRUCTURAL SPECIFICATIONS. STEEL REINFORCING SHALL BE DEFORMED STEEL BARS CONFORMING TO ASTM A615 GRADE 60. SPACING AND BAR SIZE SHALL BE AS DETAILED IN THE DRAWINGS. ALL RUST, OIL AND OTHER FOREIGN MATTER SHALL BE REMOVED FROM THE BARS PRIOR TO PLACEMENT. c I i� 0 I 24'-0" 7'-6" 4'-6" I ° I' 1 0 0 0 — I I DPENSER DISPENSER DRIP BOX UNDER (TYPICAL) 4 1.7A--,WYATEISR HYDRANT PLUMBER R.V. MASTER ISLAND SCALE: 3/8"= V-O" 9a'-n" PEDESTAL JTN. BOX SEE ELECT. DRAWINGS NOTES: 1. CONNECT FUEL LINES TO SATELLITE AFTER METER. 2. PROVIDE 1" CONNECTION AT EACH GASOLINE DISPENSER AND SATELLITE FROM VAPOR RETURN LINE & CAP. 10'-3" 4'-6" 7'-6" I I I I - - - - -I --9--t t--- -- i SATELLITE ---------- - I DISPENSER L _J TRASH CONTAINER SEE NOTE 2 SHEET EQ 1.6 DISPENSER DRIP BOX UNDER (TYPICAL) ___j R.V. SATELLITE ISLAND SCALE: 3/8"= 1'-0" 3" SCH 40 BLACK STEEL PIPE. PRIME PAINTED RED OXIDE PLUS 2 COATS CONOCO CHARCOAL 3'-0"" I6 ISLAND FORM (TYP CONC. DRIVE (TYP.)) M -1 4" SCH.40 PIPE SLEEVE JI NOTE: BOLLARDS & SLEEVES TO BE FURNISHED BY FUEL CONTRACTOR & INSTALLED BY GENERAL CONTRACTORS APPROPRIATE SUB -CONTRACTOR GASOLINE BOLLARD s SCALE: 3/B"= 1'-0" EQ 1.5 0 LIGHT BASE BY OTHERS LIGHT POLE BY OTHERS -4; CURB NOTE: REFER TO SHEET EQ 1.6 FOR EQUIPMENT SCHEDULE nGalloway, Romero & Associates Design Engineering Planning 5350 D.T.C. Parkway Englewood, Colorado 80111 Tel. (303) 770-8B84 Fax. (303) 770-3636 1 CHANGED R.V. DISPENSERS, REVISED GAS DISPENSERS ( 9/9/97 _ No. REVISIONS/SU15MISSIONS Date a design build company 60 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-8407 JOB NAME ST. LUCIE, FLORIDA DRAWING TITLE C�AS0I�INE Q.v y ISL.ANDS 5EAL DRAWN PROJECT NO. JMK CHBGKED SERIES F04615 RER REVIEWED DRAWING NO. PER � DATE II/6/96 e rJ O P S SCALE NOTED FUEL EQUIPMENT SCHEDULE (OR APPROVED EQUAL) 1/2" TRAFFIC "-- 3'-l" 1a" 2'-4" 2'-4" - — CAN PY FOOTING 22'-0" --' -- 4'-10" 2'-0" 3'-1" 3'-6" 7,g• SATELLITE T-0" HIGH CHAIN - - DISPENSER LINK FENCE 1 CANOPY COLUMN — MARK MAKE MODEL SIZE DESCRIPTION FURNISHED BY INSTALLED BY AD1 DPW UNIVERSAL 634-TTM 1300-40 4" MONITORING WELL ADAPTER & CAP WITH CHAIN, LOCKING UNDERGROUND AIR REEL F.C. OWNER AR1 COXWELL SRU-135 1/4"X 35' G.C. G.C. 5 ANOPY EQ 1.7 I OLUMNI CONIC. CURB CANOPY CANOPY FOOTING r r--' _ _ _ COLUMN I F- M 1 I I TRASH ENCLOSURE L 1- -, J J DISPENSER I ( 1 CONIC. CURB _ L — — — A -- SEE NOTE 2DPW —T AR2 COXWELL EN-150 1/4-X 50' POWER RETURN, ENCLOSED HEAVY DUTY AIR REEL WITH 1/4" X 50' HOSE G.C. G.C. BAH HUSKYDPW 66H275 3/4"X3/4" BREAKAWAY VALVE HOSE WITH SWIVEL F.C. F.C.. BV HUSKY 663360 3/4" X 3/4' BREAK AWAY VALVE F.C. F.C.. DC1 GILBARCO PAO 2610000020 DISTRIBUTION BOX F.C. F.C.. TRASH, S' NOTE 2 COMBINATION PEDESTAL ELECTRIC JUNCTION BOX WATER HYDRANT WITH HOSE WATER DOB WESTERN CALL 1-B00-688-3375 - DISPENSER FRP DMA DRIP BOX WITH FLEXIBLE BOOT PENETRATION FOR FUEL PIPING, VAPOR RETURN PIPE (GASOLINE ONLY) AND ELECT. CONDUIT, AND ADJUSTABLE SHEAR VALVE MOUNTING SYSTEM. STATE DISPENSER MAKE &MODEL WHEN ORDERING. F.C. F.C.. HYDRANT INSTALL GATE IN FENCE BEHIND - I I WITH HOSE DS1 SQUARE D H321 250 V-30 HEAVY DUTY DISCONNECT SWITCH WITH 30A FUSETRON FUSES. E.0 E.C. TRAFFIC EACH DISPENSER TO ALLOW ISLAND, PEDESTAL ACCESS FOR MAINTENANCE (TYP.) L_ J ELECT. JTN. BOX — DS2 SQUARE D H221 250 V-10 HEAVY DUTY DISCONNECT SWITCH WITH 15A FUSETRON FUSES. E.C. E.C. DS3 SQUARE D DH321 250 V-30 HEAVY DUTY DISCONNECT SWITCH WITH 20A FUSETRON FUSES. E.C. E.C. V-5" 7'-1 1/2" 22'-0" AIR REEL. SEE - , DETAIL 5/EQ 1.7 F fM— 4'-10" 2'-7 1/2" 8' 1'-10 3/4" 3'-5 1/4" I , 1 FA1 DPW UNIVERSAL 633-T-8076 724-4040 4" FILL ADAPTER, BRONZE F.C. F.C.. FC1 RESISTOFLEX R29236B-48-36 3" X 36" STAINLESS STEEL BRAID FLEXIBLE CONNECTOR, U.L. LABEL F.C. F.C.. _ L-� J io L- - FC2 RESISTOFLEX R29236B-32-30 2" X 30' STAINLESS STEEL BRAID FLEXIBLE CONNECTOR, U.L. LABEL F.C. F.C.. _ _ F- - _ _ _ M i i I DISPENSER g,_9,• FC3 RESISTOFLEX R29236B-24-24 1 1/2' X 24" STAINLESS STEEL BRAID FLEXIBLE CONNECTOR, U.L. LABEL F.C. F.C.. FC4 RESISTOFLEX R29236B-32-24 2" X 24" STEEL BRAID FLEXIBLE CONNECTOSTAINLESSR, CONNECTOR, U.L. LABEL F.C. F.C.. I � I EQ 1.6 1 1 2" _ I �_ _, L J 3 _f EDT GILBARCO JHB-600 2" ULTRA HIGH LEGACY ELECTRONIC DISPENSER, 1" X 8' LONG HOSE OWNER F.C.. 0 0 �.I FD2 GILBARCO JHC-600 2" ULTRA HIGH SPEED LEGACY ELECTRONIC SATELLITE DISPENSER - 1" X 8' HOSE OWNER F.C.. TRASH RECEPTACLE 7'-0" CHAIN MISTER LINK FENCE SATELLITE DISPENSER - TRAFFIC DISPENSER REEZE PROOF ATER HYDRANT ISLAND PEDESTALIQY ELECT. JTN. BOX TRAFFIC CENTRAL ISLAND 7 / „_ SCALE: 3 8 - 1'-0" a EQ 1.6 EACH LDI DISPENSER TO ALLOW SCALE: ACCESS FOR MAINTENANCE (TYP.) FD3 GILBARCO B-79 1 1/2" ADVANTAGE 3 PRODUCT SINGLE HOSE MPD BLENDER DISPENSER, GASOLINE, 9' HOSES - CONOCO SPECS. VAPOR READY. WITH CRIND OWNER F.C.. FDS GILBARCO B7-C 3+1 t 1/2" ADVANTAGE 4 PRODUCT TWO HOSE MPO BLENDER DISPENSER, GASOLINE & DIESEL. 9' HOSES - CONOCO SPECS WITH SPIN -ON FILTER AT DIESEL INLET. VAPOR READY WITH CRIND, MASTER OR SATELLITE OWNER F.C.. FOB GILBARCO B7-C 3+1 1 1 /2" ADVANTAGE 4 PRODUCT TWO HOSE MPD BLENDER DISPENSER, GASOUNE & DIESEL, 9' HOSES - CONOCO SPECS WITH SPIN -ON FILTER AT DIESEL INLET. VAPOR READY WITH CRIND, MASTER OR SATELLITE OWNER F.G.. FL1 OPW UNIVERSAL 634-TT-7085 733-40 4' LOCKING CAP, DURATUFF F.C. F.C.. FL2 OPW UNIVERSAL 116-7085 412- 40 4" GASKETED CAP F.C. F.C.. a'--8 1/2" SET SHEAR SECTION 22'-0" EVEN WITH TOP OF 'CONCRETE . SF1 EYS SEAL -OFF FITTING 4'-10" 2'-7 1 2" 8" 1'-5" 10" 1'-7" 1'-5" STEEL FORM SF TOP OF DISPENSER ISLAND FM1 DPW 106-FL-0100 FUEL LINE IDENTIFICATION MARKER F.C. F.C.. FM2 OPW 106---- FUEL IDENTIFICATION MARKER. INITIALS TO MATCH FUEL IN TANK F.C. F.C.. _ _ JOINT SEALER ` — — — _ F- EQ 1.7 _ ( L�. T T-0" CHAIN CANOPY COLUMN L LINK FENCE MASTED' CANOPY FOOTING SATELLITE DISPENSF�� TRAFFIC TRASH RECEPTACLE ° e o ° e ° STEEL WIRE MESH _ CONIC. APRON _ _ ° e I � / I _ _ - _-� — — — -J EQ 1 8 ° e e — �n e e FC a e\ n w j _ u FLEXIBLE ENTRY BOOT M N • USE F2 & FC4 AT 3/4" RGSC #APT #FEB-075 z DIESEL ISLANDS. SF1 & s z ISLAND PEDESTAL WATER HYDRANT Z SPEN SER ELECT. ITN. BOX FC3 AT RV ISLANDS. CANOPY SOOTING CANOPY COLUMN DDB I 2 PRIMA Y FIBERGLASS PIPE INSTALL GATE IN FENCE BEHIND NOTES EACH DISPENSER TO ALLOW 1 1/2" STEEL PIPE 3" FIBERGLASS CONTAINMENT PIPE FN1 HUSKY DPW VIII + 5 7HB-0401 1" BIG FLO TRUCK STOP NOZZLE WITH FLOW LOCK F.C. F.C.. FN2 HUSKY DPW PROTECTOR XS lisp-1400 3/4" AUTOMATIC NOZZLE WITH FLOW LOCK F.C. F.C.. FP1 RED JACKET P 500-H3-2K 3" 5 HP SUBMERSIBLE PUMP W/ SYPHON, 10' DIA. F.G. TANK F.C. F.C.. FP2 RED JACKET AGP750-S1 2' 1 1/2 HP- 208/230V-10 SUBMERSIBLE PUMP FOR 10' DIA. F.G. TANK F.C. F.C.. FP3 RED JACKET P200-R4-2M8 3" 2 HP- 208/23oV-3m SUBMERSIBLE PUMP FOR 10' DIA. F.G. TANK F.C. F.C..-111—�-11-1 FR1 OPW 44-0044 3/4" FLOW LIMITER - 10 G.P.M. MAXIMUM FLOW F.C. F.C.. FT1 OWNS CORNING XERXES DWT-2P 20,000 GAL 10' X 38'-3" UNDERGROUND FIBERGLASS TANK WITH ANCHOR STRAPS, TURBINE ENCLOSURE NTH SENSOR AND HYDROSTATIC TANK MONITOR WITH BRINE SOLUTION IN INTERSTITIAL SPACE OWNER F.C.. FT2 OWENS CORNING XERXES DWT-2P 12.000 GAL 10' X 24' UNDERGROUND FIBERGLASS TANK WITH ANCHOR STRAPS, TURBINE ENCLOSURE PATH SENSOR AND HYDROSTATIC TANK MONITOR WITH BRINE SOLUTION IN INTERSTITIAL SPACE OWNER F.C.. FT3 OW4INS CORNING XERXES DWT-2P 1,000 GAL. 4' X ll'-4" UNDERGROUND FIBERGLASS TANK WITH ANCHOR STRAPS, TURBINE ENCLOSURE WITH SENSOR AND HYDROSTATIC TANK MONITOR NTH BRINE SOLUTION IN INTERSTITIAL SPACE OWNER F.C.. FV2 CIM-TEK CENTURION III 3000-HS-30 1 1/2" HYDROSORB FUEL FILTER WITH 2-EHS-30 ELEMENT & 2 SPARE. ELEMENT F.C. F.C.. ACCESS FOR MAINTENANCE (TYP.) 1. ALL ISLANDS SHALL HAVE 13" HIGH PREFORMED STEEL FORMS. 2" X 1 1/2^ FLEXIBLE ENTRY BOOT SEE SPECIFICATIONS ON DWG SHEET EQ 1.5. BUSHING FIBERGLASS THREADED ADAPTER y FV3 CIM-TEK CENTURION 1 1000-HS-30 1" HYDROSORB FUEL FILTER WITH 1-EHS-30 ELEMENT & 1 SPARE ELEMENT F.C. F.C.. 3'-l" 10" 4'-8 1 2" 22 -0 2. TRASH RECEPTACLE, SEE SPECIFICATIONS TERMINATION NOTE: FITTING FUEL LINES FROM AND TO SATELLITE ____4'-10" 2'-7 1 2" 8" V-5" 1a" 1'-7"� 1'-5" REQUIRE AN IMPACT VALVE. FV4 CIM-TEK 70007. 1.1SPIN-ON TYPE FUEL FILTER WITH 30 MICRON HYDROSORB FOR DIESEL PRODUCI IN 8 HOSE MPD F.C. . F.C.. TRASH RECEPTACLE __ TYPICAL DIESEL AND RV ISLAND SECTION 6 • VAPORNOTESRETURN PIPE NOT SHOWN - EQ 1 6 BUT REQUIRED AT RV ISLAND SCALE: 1"= 1'-0" GASOLINE DISPENSERS. HSl HUSKY DPWHS2 45�5075 1" X 1" HOSE SWIVEL F.C. F.C.. HUSKYDPW 45-5060 3/4" X 3/4" HOSE SWIVEL F.C. F. IF1 OPW 61-SO-4010 4' ALUMINUM DROP TUBE WITH OVERFILL VALVE SET AT 95R OF TANK CAPACITY F.C. F.C.. 5 F_ EQ 1.7 L -I r M i 1 • CONTRACTOR IS RESPONSIBLE 4 TO MODIFY DISPENSER PIPING ', J I � J -Ii I EQ 1.6 TO SHEAR VALVE TO INSURE SHEAR SECTION IS FLUSH WITH TOP OF CONCRETE ISLAND. LDt RED JACKET 116-048-9 3" BIG FLOW LEAK DETECTOR WITH FLANGED HOUSING #117-182-5 DIESEL SERVICE F.C. F. LD2 RFD JACKET 116-046-5 2' LINE LEAK DETECTOR. GASOLINE F.C. F.C.. - 7'-0" CHAIN CANOPY COLUMN LINK FENCE MASTEi-i CANOPY FOOTING '- — — FREEZE PROOF ISLAND PEDESTAL WATER HYDRANT DISPENSER ELECT. JTN. BOX CANOPY FOOTING MDB WESTERN CALL 1-800-688-3375 - FRP DMA DRIP BOX FOR GILBARCO ADVANTAGE 3 & 4 PRODUCT MPD DISPENSER WITH FLEXIBLE BOOT PENETRATION FOR FUEL PIPES, VAPOR RETURN PIPE & ELECT. CONDUIT AND ADJUSTABLE SHEAR VALVE MOUNTING SYSTEM F.C. F.C.. MH1 POMECO 06511D-ONSC 37" ROUND MULTI -PORT MANHOLE, NO CONTAINMENT/SEALABLE COVER F.C. F.C.. MH2 OEBW PW 10211G5 15 GAL. F.C. F.C.. ROUND CONTAINMENT MANHOLE WITH REMOVABLE DRAIN VALVE TRAFFIC SATELLITE DISPENSE!' ' CANOPY COLUMN Galloway, En Romero &Associates INSTALL GATE IN FENCE BEHIND � EACH DISPENSER TO ALLOW Design Engineering Planning ACCESS FOR MAINTENANCE (TYP.) 5350 D.T.C. Parkway MH3 OPW UNIVERSAL 104A-1200 60-1280 ROUND STEEL MANHOLE & COVER F.C. F.C. F.C.. MH4 OPW UNIVERSAL 104q-1800 88-1810 1B" ROUND STEEL MANHOLE &COVER F.C. F.C.. MWl ATLANTIC SCREEN TI24 4' PVC MONITORING WELL SCREEN .020 SLOTS, 15'-6" O.A. LENGTH F.C. F.C.. Englewood, Colorado 80111 Tel. (303) 770-8884 MH5 OPW UNIVERSAL 104AOW-1200 60-MW-1280 12" 12" TRIANGULAR MONITORING WELL MANHOLE &COVER F.C. F.C.. T-t 1/2" --Fax. - • 4'-10" 2'-7 1 2" 8" 1'-11" 3'-5" MW3 ATLANTIC SCREEN TI 13 4" PVC MONITORING WELL SCREEN .020 SLOTS, 9'-4" O.A. LENGTH F.C. F.C.. i - _ PLAN PM1 GILBARCO PAO 2410010001 PUMP ACCESS MODULE (PAM) F.C. F.C.. SF1 OPW 108HMP-5830 1 1/2" 1 1/2" DOUBLE POPPET POST MOUNT IMPACT SAFETY VALVE F.C. F.C.. L — -- O-- 1 3'-0" DIA. _ 1 i EQ 1.6 J� O L I _ _ J -- No. REv161ONb/bUBMIbbIONb Date SF2 DPW IORMS-5823 2" 2" SINGLE POPPET POST MOUNT IMPACT SAFETY VALVE F.C. F.C.. TC1 RED JACKET 279-328-5 5 HP 208/23OV/30 PUMP CONTROL PANEL F.C. F.C.. TC2 GILBARCO - 1 1/2 HP 208/23OV/10 PUMP RELAY CONTROL BOX F.C. F.C.. TRASH RECEPTACLE 7'-0" CHAIN F'-LR LINK FENCE DISPENSER ,REEZE PROOF_ -- ISLAND PEDESTAL ATER HYDRANT `a #8 REBAR TC3 RED JACKET 279-328-5 2 HP 208/230V-30 PUMP CONTROL PANEL F.O. F.C.. ELECT. JTN. BOX 4 TG1 - - - TANK GAUGING SYSTEM- 1 PROBE AND 1 SUMP SENSOR PER TANK F.J. F. C.." SATELLITE DISPENSER ' EQ 1.7 .D ;I li D . i 1 1 i D• 1 1 1 1 V7 BRAY 30-101 3" WAFER TRUNNION VALVE F.C. F.C.. THREE PIECE FULL PORT BALL VALVE, LOCKING TRAFFIC 11 II O D • , I D; I , iv D 36"0 CONIC. BARRIER W/ ONE SIDE FLATTENED a design build company V2 CONTROMAIICS C-1111-FP 2" F.C. F.C.. VA OPW 1611 AV-1620 4" X 3" VAPOR RECOVERY ADAPTER F.C. F.C.. VCt DPW UNIVERSAL 23- 0055 45-30 3" ALUMINUM VENT CAP F.C. F.C.. V-5" 2'-l" 9'-L' __ 22 -0 11 11 f 50 WEST 990 SOUTH, BRIGHAM CITY. UTAH 84302-878 (801) 734-8407 5'-7" 3'-6" C J ] y ** J /� i1 JOB NAME FLYI TRA\/ L PLAZA VC2 DPW 523-3100 3" ALUMINUM VENT VALVE. 8 OZ PRESSURE & .5 OZ VACUUM F.C. F.C.. j ____ - I CIIS V CONC. CURB � - 5T. LUCIE, FLORIDA VC3 DPW 23-0033 2" ALUMINUM VENT CAP F.C. F.C.. VE1 OPW UNIVERSAL 233VM-6045 V-421-3020 4' X 3' X 2' VAPOR EXTRACTOR VALVE. W/0 CAGE F.C. F.C.. CAN PY COLU N 5 D DRAWING TITLE I LAND E I I > �L VE2 OPW UNIVERSAL 233-4420 V-421-0020 4" X 2" VAPOR EXTRACTOR VALVE. W/O CAGE F.C. F.C.. VRC DPW 1711 T 7085 4" VAPOR RECOVERY CAP F.G. F.C.. EQ ,.7 I I TRASH, NOTE - NO I S I U'}---� /SDII IIIA I li EQPMEN* LL I S* L — — — � COLUMN I 6 D D PAVING - - DISPENSER --EQ 1.6 D SEAL DRAWN PROJECT NO. — — D _ WATER HYDRANT-1 Jr11C CANOPY COLUMN WITH HOSE — CHECKED RER bERIES F0d616 VV1 OPW UNIVERSAL 30MV2110 37-2060 18 2" BALL CHECK VALVE WITH 3/32" RELIEF VENT FOR 10' DIA. F.G. DOUBLE WALL TANK F.C. F.C.. BV1 OPW 66V-1300 1" BREAKAWAY VALVE WHIP HOSE FOR BREAKAWAY VALVE F.C. F.C.. BH1 DPW 66H-1300 1" F.C. F.C.. ELEVATION REVIEWED DRAWING NO. F.C. = FUEL CONTRACTOR + CONTRACTOR TO STU13-IN FOR FUTURE INSTALLATION ..'LANDS RER E.C. G.C. = ELECTRICAL =GENERAL CONTRACTORa� CONTRACTOR NOTE: FUELING CONTRACTOR SHALL FURNISH AND INSTALL ALL PREFORMED STEEL FORMS. SEE SHEET EQ1.1 FOR NUMBER REQUIRED AND E01.5 AND EQ1.6 DIMENSIONS AND DETAILS. ISLAND FOR DIESEL SCALE: 3/B" DATE D" R.V. & DIESEL ISLAND C O N C, BARRIER �8 II/bhJb 1' SCALE: 3/4"= -0" EQ 1.6 bCALE Notes 6 o f 8