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HomeMy WebLinkAbout6512 GALL BLVD0 . ...... ._. _.. �8 1 06 W T _. . r2. ( p) DGgTM CSR k" . AaA MAO 5P 6WW)O catfem O I PAwm "ft F C040 NDMAK I � j 1 • I v M .� cm mom o — o I -lL EMTW I! - gram CBS lit" a � - I i �� W M4 - - L - J I ' 1 OWM 4 COO" E""K ©� I I P �C'NCs • Im a M 6� I RE011G1'1 MV • SouTM er sz' �a• �T 2ol.bo' (p) BLAND BLVD. (5 -fib. 54) SITE PLAN NOTES UA EXISTING TANK RISER VENTS TO REMAIN IN SAME LOCATION UNALTERED, UB EXISTING OVERHEAD CANOPY 4' COLUMNS TO REMAIN UNALTERED. O EXISTING MP0'5 t REQUIRED VAPOR FREE PIPING FOR EACH TO BE REMOVED AND DISPOSED. OF PER APPLICABLE CODES. DD EXISTING HORSESHOE BOLLARDS TO STAY IN SAME LOCATION UND 15TURBE D. UE ALL OF EXISTING CONCRETE FUEL ISLANDS TO REMAIN IN SAME LOCATION UNDISTURBED - O EXISTING UNDERGROUND PREMIUM GAS TANK TO REMAIN UND 16TURBED. O EXISTING UNDERGROUND PLUS GAS TANK TO BE EMPTIED AND REFILLED WITH REGULAR FUEL PER APPLICABLE CODES. SEE SHEET G -2 FOR PROPOSED GAS SITE PLAN. UH EXISTING UNDERGROUND REGULAR GAS TANK TO BE CONNECTED TO OLD PLUS GAS TANK BY SIPHON LINE PER APPLICABLE CODES. SEE SHEET G -2 FOR PROPOSED GAS SITE PLAN AND SHEET G -3 SIPHON PIPING DETAIL. OJ EXISTING DRIVEWAYS TO BE UNALTERED. O EXISTING UTILITIES TO REMAIN THRU -OUT INSTALLATION. rH GENERAL NOTES: GASOLINE INSTALLATION I. ALL WORK SHALL COMPLY WITH NFPA 0 10, NFPA 0 10A, NFPA 0 30, NFPA r'30A, AND 2002 EDITION OF THE STANDARD FIRE PREVENTION CODE. 2. ALL WORK SHALL COMPLY WITH LOCAL FIRE JURISDICTION CODES. 3. GAS INSTALLATION CONTRACTOR SHALL COORDINATE WITH BUILDING t SITE CONNECTIONS FOR CONNECTION OF ELECTRICAL POWER t IN -STORE FACILITY CONTROLS SYSTEMS. 4. CONTRACTOR SHALL VERIFY DIMENSIONS ON PLANS PRIOR TO BEGINNING EXCAVATION, REMOVAL t INSTALLATION PROCEDURES. VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT LOCAL ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO MOBILIZATION. 5. SHOULD DE- WATERING BE NECESSARY, A PRODUCT RECOVERY SYSTEM SHALL BE UTILIZED PRIOR TO THE DISCHARGE OF ANY WATER WITHIN THE RIGHT -OF -WAY. LOCAL AGENCY STORMWATER MANAGEMENT DEPARTMENT SHALL BE NOTIFIED 24 14MR5 IN ADVANCE OF INITIATING ANY DE- WATERING PROCEDURES. 6. CONTRACTOR SHALL SAFE ACCES5 TO STORE OR OPERATOR BUILDING AT ALL TIMES, PROTECTING t MAINTAINING ALL EXISTING CONSTRUCTION TO REMAIN IN PLACE, WORKING AROUND STRUCTURES TO INSTALL NEW GASOLINE - RELATED PRODUCTS. CONSTRUCTION AREAS SHALL BE SECURED WITH FLASHING BARRICADES OR BETTER DURING CONSTRUCTION. UNLESS NOTED OTHERWISE, ALL SURFACES OR SUBSURFACE FEATURES DAMAGED OR REMOVED TO CONDUCT THE WORK, SHALL BE RETURNED TO THE ORIGINAL CONDITION BY THE CONTRACTOR IN ACCORDANCE W/ ALL APPLICABLE CODES. 1. AREAS OF PAVING THAT HAVE BEEN REMOVED OR DAMAGED SHALL BE REPLACED WITH SAME MATERIALS t THICKNESS ASPHALT (8 MINIMUM :CONCRETE) TO MATCH THE EXISTING PAvINC`s UNLESS NOTED. COMPACT SUBGRAQE A5 NECESSARY TO MEET ORIGINAL DEGREE OF DENSITY, 8. AT NEW PAYING AREAS, COMPACT 61BGRADE TO 359. MODIFIED PROCTOR OPTIMUM MOISTURE CONTENT. PLACE 6" OF 3,000 PSI CONCRETE 28 DAY STRENGTH WITH LIGHT BROOM FINISH REINFORCED WITH 0 4 STEEL REPAR 18" O.C. EACH WAY. ELEVATIONS OF CONCRETE TO MATCH EXISTING ELEVATIONS OR A$ MODIFIED BY THE PROJECT MANAGER TO ACCOMMODATE PROPER DRAINAGE. FORM ALL NEW EDGES OF CONCRETE WITH KEY JOINT MATERIAL. REPAIR EDGES OF EXISTING SURFACE AS REQUIRED. PROVIDE SAWCUT CONTROL JOINTS ON 15' CENTERS EACH WAY, OR IN A PATTERN AGCEPTABLE TO THE PROJECT MANAGER ON -SITE. S. REMOVE CONSTRUCTION DEBRIS OFF -SITE INTO APPROVED LANDFILL, ACCORDING TO APPROVED LOCAL CODES. 10, CLOSURE SHALL BE CONDUCTED IN ACCORDANCE WITH LOCAL, STATE, i FEDERAL REGULATIONS 4 INDUSTRY ACCEPTED GUIDELINES FOR THE SPECIFIED WORK. 11. CONCRETE DE51GN SHALL CONFORM TO MINIMUM 3,000 PSI OR STRENGTH SHOWN ON DRAWINGS AS DETAILED, 12. ANY ELECTRICAL WORK PERFORMED SHALL BE IN ACCORDANCE WITH LATEST EDITION OF NATIONAL ELECTRICAL CODE t ALL APPLICABLE LOCAL ELECTRICAL CODES. 13, ALL WORK SHALL COMPLY WITH LOCAL PASCO COUNTY CODES FOR MECHANICAL WORK LEGAL DESCRIPTION LOT 1. ZEPHYRHILLS EXECUTIVE PARK, AS RECORDED IN PLAT BOOK 13, PAGE 66, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ", -. , k `.•*' - " _ - CONTAINING 63,043 SOFT OR 1.56 ACRES MORE OR LESS, Irlrl� ���•,�� \�'� ray {��1 �' SITE 1 3Q�ft �a r9, 0 f� IT k �< a } erter{ EXISTING GAS SITE FLAN SCALE: 1: 20 .. 0 QL EXISTING PARKING SPACES TO REMAIN UNDISTURBED. O REMOVE, DISPOSE OF EXISTING PAVEMENT 45 NEEDED FOR THE INSTALLATION OF NEW FIBERGLASS FUEL PIPING. SEE SHT, G -2 FOR PROPOSED GAS SITE PLAN. O SEE ENLARGED PROPOSED GAS SITE PLAN ON G -2. Up ALL EXISTING FUEL TANKS TO REMAIN IN SAME LOCATION. O REMOVE EXISTING TANK SUMP AND DISPOSE OF PER APPLICABLE CODES. O LOCATION OF EXISTING DUMPSTER AREA w z V) M �� z w 0 0 i O 0. �h 0 Q N z(L� a � � uj U U T r Z �. .. i >�- O Z Q oQ =� m ' a Q n N Z Q z o Q r M V) w > 0 O M Z" J Q O �. 0 Q m it -1 0 0 ) 0 LL Z U Z 30 3 o W � o OW 3 t Q W w o 0- : M w z w w U) �� z w 0 0 i 0. �h 0 W u N z(L� a .) h Z Q OW �0 a SON g � 0 I (aAxs 0310 III WC3 'SWEET A t7 F 3 :7 t EX15TING A5P'HALT r— i i / �i A K l I ( D N PREMIUM I I I III IN M IliII J• RFCsULAR ---- - - -I-- ! � I K All II I I ! � I � I• I •II K I' I I 0 I I I III N II'I SMAR I I I / / /•�/ / K N I it I �I I I I A ENLARGED PUMP LAYOUT DETAIL O PROVIDE AND INSTALL NEW AMERON LCX DOUBLE WALL FUEL PIPING TO A (6) NEW BLENDER DISPENSERS OVER APT DISPENSER PANS W /OPW SHEAR VALVE . SEE G -3 FOR DETAILS. � g OLD EXISTING UNDERGROUND PLUS FUEL TANK WHICH 18 NOW A NEWLY FILLED REGULAR FUEL TANK WITH A SIPHON LINE CONNECTED TO EXISTING REGULAR FUEL TANK. SEE NOTE C THIS SHEET AND NOTE G ON SHEET G -I. O EXISTING UNDERGROUND REGULAR FUEL TANK WITH A SIPHON LINE (AMERON LCX DBL. WALL PIPE) CONNECTED TO NEW REGULAR FUEL TANK SEE NOTE B TH18 SHEET. O EXISTING CONC. FUEL 18LANDS TO REMAIN IN- PLACE. UE LOCATION OF ALL EXISTING UNDERGROUND FUEL TANKS TO REMAIN UNALTERED. 0 LOCATION OF EXISTING UNDERGROUND PREMIUM FUEL TANK TO REMAIN UNALTERED. O PURGE / CALIBRATE FUEL SYSTEM. PERFORM t CERTIFY TANK 4 LINE TEST. PROVIDE PERMITS, PLANS AND INSPECTIONS OF SCOPE OF WORK. UH PROVIDE 4 INSTALL NEW WIRING AS NEEDED IN EXISTING CONDUIT. O PROVIDE AND INSTALL ALL REQUIRED SHEAR VALVE, BALL VALVES, ELBOWS, TEST BOOT8 AND ENTRY BOOTS TO COMPLETE PIPING INSTALLATION. CUT EXISTING PAVING AS NEEDED TO INSTALL NEW FIBERGLA66 FUEL PIPING, �J SEE It-,FILL PAYING DETAIL ON BHT. G -3. P - 1 , J t� R N NG RAMP + 1:12 W/ LOADiNCs AISLE k GAS INSTALLA'i - ION EQUIFxIVIENT TANK MANUFACTURER t SIZE: EXISTING PRIMARY TANK CONSTRUCTION: EXISTING SECONDARY TANK/CONTAINMENT CONSTRUCTION: EXISTING ' EXISTING TANK PLACEMENT (abovagrowd/urldergrowd) UNDERGROUND PIPING MANUFACTURER: AMERON LCX DOUBLE WALL PRIMARY PIPING CONSTRUCTION: FIBERGLASS SECONDARY PIPING CONSTRUCTION: FIBERGLASS PIPING /STP SUMP MANUFACTURER: OPW T$D 4536 EXISTING PIPING PLACEMENT ( ABOVE /UNDERGROUND): UNDERGROUND EXISTING PIPING SLOPE: VS" PER FOOT BACK TO TANK TYPE OF BACKFILL: CLEAN SAND DISPENSER LINER MANUFACTURER: OPW D8 1836 SHEAR VALVE MANUFACTURER: O PW 105BFP -5126 TYPE OF OVERFILL PROTECTION: MANUFACTURER t MODEL EXISTING METHOD OF RELEASE DETECTION: N/A ELECTRONIC MONITORING SYSTEM MANUFACTURER: BY OTHERS TANK INTERSTITIAL MONITORING SYSTEM: N/A PIPIN63/DISPEN6ER LINER SUMP MONITORING SYSTEM: VEEDER ROOT 6EN60R OVERSPILL BUCKET SIZE e MANUFACTURER: EXISTING BUOYANCY CALCULATIONS PROVIDED (NEW TANKS ONLYA N/A POTABLE WELL SURVEY PROVIDED IF NECESSARY: N/A MISCELLANEOUS (ISOLATION BOOTS, ANODES, VALVES, ETC-) N/A PAW,NG PAW,NG GENERAL NOTES: GASOLINE INSTALLATION I. ALL WORK SHALL COMPLY WITH NFPA 0 10, NFPA 0 10A, NFPA 0 30, NFPA +30A, AND 2002 EDITION OF THE STANDARD FIRE PREVENTION CODE. 2. ALL WORK SHALL COMPLY WITH LOCAL FIRE JURISDICTION COI O. 3. GAS INSTALLATION CONTRACTOR SHALL COORDINATE WITH BUILDING t SITE CONNECTIONS FOR CONNECTION OF ELECTRICAL POWER t IN -OTORE FACILITY CONTROLS SYSTEMS. 4. CONTRACTOR SHALL VERIFY DIMENSIONS ON PLANS PRIOR TO BEGINNING EXCAVATION, REMOVAL t INSTALLATION PROCEDURES. VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT LOCAL ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO MOBILIZATION. 5. SHOULD DE- WATERING BE NECESSARY, A PRODUCT RECOVERY SYSTEM SHALL BE UTILIZED PRIOR TO THE DISCHARGE OF ANY WATER WITHIN THE RIGHT -OF -WAY. LOCAL AGENCY OTORMWATER MANAGEMENT DEPARTMENT SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF INITIATING ANY DE- WATERNG PROCEDURES. 6. CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO STORE OR OPERATOR BUILDING AT ALL TIMES, PROTECTING t MAINTAINING ALL EXISTING CONSTRUCTION TO REMAIN IN PLACE, WORKING AROUND STRUCTURES TO INSTALL NEW GASOLINE - RELATED PRODUCTS. CONSTRUCTION AREAS SHALL BE SECURED WITH FLASHING BARRICADES OR BETTER DURING CONSTRUCTION. UNLESS NOTED OTHERWISE, ALL SURFACER OR 6UB6URFACE FEATURES DAMAGED OR REMOVED TO CONDUCT THE WORK, $HALL BE RETURNED TO THE ORIGINAL CONDITION BY THE CONTRACTOR IN ACCORDANCE W/ ALL APPLICABLE CODE$. 1. AREA6 OF PAVING THAT HAVE BEEN REMOVED OR DAMAGED SHALL BE REPLACED WITH SAME MATERIALS t THICKNESS ASPHALT (8 MINIMUM :CONCRETE) TO MATCH THE EXISTING PAVING UNLESS NOTED. COMPACT SUBGRADE AS NECE88ARY TO MEET ORIGINAL DEGREE OF DENSITY. 6. AT NEW PAVING AREAS, COMPACT 6UBGRADE TO g5% MODIFIED PROCTOR OPTIMUM MOISTURE CONTENT. PLACE 6" OF 3 ,000 PSI CONCRETE 26 DAY STRENGTH WITH LIGHT BROOM FINISH REINFORCED WITH 0 4 STEEL RE13AR 18" O.G. EACH WAY. ELEVATIONS OF CONCRETE TO MATCH EXISTING ELEVATIONS OR AS MODIFIED BY THE PROJECT MANAGER TO ACCOMMODATE PROPER DRAINAGE. FORM ALL NEW EDGE$ OF CONCRETE WITH KEY JOINT MATERIAL. REPAIR EDGES OF EXISTING SURFACE AS REQUIRED. PROVIDE BAWCUT CONTROL JOINT$ ON 15' CENTER$ EACH WAY, OR IN A PATTERN ACCEPTABLE TO THE PROJECT MANAGER ON -SITE. 9. REMOVE CONSTRUCTION DEBRIS OFF -SITE INTO APPROVED LANDFILL, ACCORDING TO APPROVED LOCAL CODES. 10. CLOSURE SHALL BE CONDUCTED IN ACCORDANCE WITH LOCAL, STATE, 4 FEDERAL REGULATIONS t INDUSTRY ACCEPTED GUIDELINES FOR THE SPECIFIED WORK. 11. CONCRETE DESIGN 6HALL CONFORM TO MINIMUM 3000 PSI OR STRENGTH SHOWN ON DRAWINGS AS DETAILED. 12. ANY ELECTRICAL WORK PERFORMED SHALL BE IN ACCORDANCE WITH LATEST EDITION OF NATIONAL ELECTRICAL CODE 4 ALL APPLICABLE LOCAL ELECTRICAL CODES. 13. ALL WORK 8HALL COMPLY WITH LOCAL PASCO COUNTY CODES FOR MECHANICAL WORK. 11 EXI8TNG 5' CaNGRETE SIDEWALK O EXISTING CANOPY t CANOPY COLUMNS TO REMAIN IN -PLACE UN- 018TURBED. 0 NEW 3" AMERON LCX DOUBLE WALL FUEL LINES. SEE PIPING LEGEND TH18 SHEET t SEE BURIAL DETAIL ON G -3. O INSTALL NEW CONC. It- PAVING (SEE NOTE 6 IN GENERAL NOTES) SEE G -3 FOR NOTE DETAIL. (O NEW 3" DOUBLE WALL AMERON LCX SIPHON LINE CONNECTING REGULAR FUEL J TANKS. © INSTALL NEW OPW D.B. 1836 UNDERGROUND TANK SUMPS AT ALL U$T'S. GAS PIPING LEGEND . _.... REGULAR UNLEADED - -- -- -- -- - -- PREMIUM -- — SIPHON LINE NORTH 1 m EXI8TNG 5' CANCRETE SIDEWALK PROPOSED GAS SITE PLAN SCALE: I : 10 0 a U W z w � N ccr z W M 0 0 � M � Q 3 (L _j W �� N . u. n Z a °° C r W Q . 0 � � Q 0 (n 0tL 0 0- i� 0� Q LL (3A3 03 le �WCi G2 SMEET / 2 OF 3 4t 0 Q Q 0 UN Lli M M � 0 U I .. ,. z �a � Q 0 IL m ' a n a n z 0 � Q °- 0 Z 0 Q P w :D � O M 0 0 � 0 > y 0 am J 0 0 Q o Q IL Z Z Z 3o �0 W ow 0 3 ° z m � o �Q :: Mm 0 a U W z w � N ccr z W M 0 0 � M � Q 3 (L _j W �� N . u. n Z a °° C r W Q . 0 � � Q 0 (n 0tL 0 0- i� 0� Q LL (3A3 03 le �WCi G2 SMEET / 2 OF 3 , 11 SHEAR VALVE DETAIL SCALE: 3" 2 1' -0" 0 DISPENSER 3' -2" 9 MANHOLE t COVER - -� LOUD VOLTAGE - EXPLOSION PROOF' MONITORING PUMP J 7 JUNCTION BOX BOX:' V -9" FLAT LID r-8" MIN., I" MAX. A •' � I m ". �ro m vis 2 a I mb,- w i CONDUIT COUPLIW-s - BAWCUT JOINT -PLACE 318" ASPHALT IMPREGNATED EXPANSION JOINT MAT'L. BETWEEN EXIST. t NEW CONCRETE NEW 3,000 PSI CONC. PAVING 0 40 is 16" O.G. E.W. — i EPDXY •4 DOWEL_ s 11 1" 0 OP'G DRILLED INTO (� i EXIST. SLAB X is 36 O.G. w x O ,p i l 4 ~ - EXIST. CONC. PAYING r T � - W r & V UJ �� J (1) 0 4 DOWEL 36" O.C. �' EPDXIED INTO EXIST. �% 0 40 * 16" O.C.E.W. CONC. SLAB � COMPACTED FILL �� 6 MIL VAPOR BARRIER 3/8" EXPANSION RECOMPAGT JOINT MAT'IL. 6UB6RADE PRIOR TO SLAB INSTALLATIONI NOTE: USE TH18 DETAIL a 3' -0" O.G. DOWELS CONTINUOUS AROUND ANY CONCRETE PAVING OPENING TO TIE NEW CONC. PAVING TO EXISTING CONC. PAYING CONCRETE PAVING INFILL DETAIL SCALE: 3" • 1' -0" m 0 i " FINISH GRADE TO MATCH EXIST. TOPOGRAPHY , REPLACE CONC. OVER -� CLEAN SAND \ j CLEAN SAND BACKFILL z 2" PRIMARY t 3" -SECONDARY -- T AMERON LCX PRODUC PIPING 8 10 " Q" 2' -2" TYPICAL (2) PIPE DOUBLE WALL PRODUCT PIPING BURIAL DETAIL SCALE: 3/4" ■ 1' -0" MOTE: THIS DETAIL 18 TYPICAL. SEE SITE PLAN FOR ACTUAL NUMBER OF PRODUCT LINES t LOCATIONS. TH18 DETAIL DEPICTS REQUIRED BURIAL DEPTH 4 LINE SEPARATION DISPENSER CONNECTION & PIPING DETAILS 4 i V M BRACE OPW SHEAR VALVE W/ HIND, GU OR EQUAL �- o Q BRACKETS TO TOP OF W �� FLUSH APT DISPENSER PAN CRO�lj�E- NDg 3i4 GG13-5G Q U � M i GALv. CAP (tYP.) W/ TOP OF ISLAND -� w SERIES CON - NEGTOR6 U C) +� zo W SUM S� RISER AS REQ'D. z SHEAR SECTION OF CAULK W1 BOSTIK O Z 0 ` x VALVE TO BE AT THE 1000 FS m ' TOP OF ISLAND - � a / i SAME ELEV. AS TOP OF n Q ISLAND L 3" BULKHEAD W1 S.S. CLAMPS, TYP� CONT. "0" RING P SEAL n SUMP BASE- - OPW IMPACT /SHEAR — �1 Z_ EXTRACTOR ASSEMBLY SEE DET. 15 -FP2 � VALVE SUPPLIED W/ = Q �- 0 Z° ° DISPENSER BOX O z a w M o C� 0 (D j N 0 Q ° 1Y a CLAMP 0 0 SUMP ENTRY - - - -- � ° — 1 x 8" CONNECTOR �._ \ C) Z ���CsOYEL B ADAPTOR (TO BE \\ 3 ; TEST DONUT UNDER OUM FIBERGLASBED TO SUMP BOX) --- TITEFLEX 1'i " SHOULDER NIPPLE � � � --_ 2 5 " BULKHEAD FITTING —' o -BALL FLOAT 2 "0/2" REDUCING BUSHING PRIMARY 1 TO 2" — w -CAULK W/ B08TIK a ADAPTER (8A4000) 1000 F8 AP'IERON LCX PIPING - _ 2" FIBERGL. ELBOW -TfING LV J ' ELBOW FI i' OPW DISPENSER PAN ANCHORED TO CONCRETE 3 "x2" RUBBER SOOT DISPENSER PAN 8c DISPENSER SECTION TH RU SUMP SHOWING SUBMERGED CONNECTION DETAIL TURBINE PUMP INSTALLATION SCALE: 3/4" s 1' -0" SCALE:" I' -0" - BAWCUT JOINT -PLACE 318" ASPHALT IMPREGNATED EXPANSION JOINT MAT'L. BETWEEN EXIST. t NEW CONCRETE NEW 3,000 PSI CONC. PAVING 0 40 is 16" O.G. E.W. — i EPDXY •4 DOWEL_ s 11 1" 0 OP'G DRILLED INTO (� i EXIST. SLAB X is 36 O.G. w x O ,p i l 4 ~ - EXIST. CONC. PAYING r T � - W r & V UJ �� J (1) 0 4 DOWEL 36" O.C. �' EPDXIED INTO EXIST. �% 0 40 * 16" O.C.E.W. CONC. SLAB � COMPACTED FILL �� 6 MIL VAPOR BARRIER 3/8" EXPANSION RECOMPAGT JOINT MAT'IL. 6UB6RADE PRIOR TO SLAB INSTALLATIONI NOTE: USE TH18 DETAIL a 3' -0" O.G. DOWELS CONTINUOUS AROUND ANY CONCRETE PAVING OPENING TO TIE NEW CONC. PAVING TO EXISTING CONC. PAYING CONCRETE PAVING INFILL DETAIL SCALE: 3" • 1' -0" m 0 i " FINISH GRADE TO MATCH EXIST. TOPOGRAPHY , REPLACE CONC. OVER -� CLEAN SAND \ j CLEAN SAND BACKFILL z 2" PRIMARY t 3" -SECONDARY -- T AMERON LCX PRODUC PIPING 8 10 " Q" 2' -2" TYPICAL (2) PIPE DOUBLE WALL PRODUCT PIPING BURIAL DETAIL SCALE: 3/4" ■ 1' -0" MOTE: THIS DETAIL 18 TYPICAL. SEE SITE PLAN FOR ACTUAL NUMBER OF PRODUCT LINES t LOCATIONS. TH18 DETAIL DEPICTS REQUIRED BURIAL DEPTH 4 LINE SEPARATION DISPENSER CONNECTION & PIPING DETAILS 4 i V w Z w N N c z M 0 ° 4 0 0. J W ok 0 = LL N Z d� a 2 oQ� z ° W 0 4 0 v� ° (j) z 1U Q� a 0 of K 0 ,9 0- E1 Q LL 43^s 03 143 e 0 DWG G 3 S E-i E ET / \ 3 OF 3 V M d o Q W Q U � M M w U C) +� zo W X z LL O Z 0 m ' a Q n Q n z �1 Z_ � Q �- 0 Z° ° O z a w M o C� 0 (D j N 0 Q ° 1Y a Q 0 0 V) ° LL Z C) Z :D 3 0 W w� , o m wz w a V w Z w N N c z M 0 ° 4 0 0. J W ok 0 = LL N Z d� a 2 oQ� z ° W 0 4 0 v� ° (j) z 1U Q� a 0 of K 0 ,9 0- E1 Q LL 43^s 03 143 e 0 DWG G 3 S E-i E ET / \ 3 OF 3