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HomeMy WebLinkAboutBuilding Plansi +FUELING i"s 7 "'-,3✓� 4 { S`f`£.r Ar?,ffi �,'+., .� ° i 3�.,-z r �} "' CANOPY i ETAILS _ r 1q •SIGNAGE6 y ;,F:.5.�. .. ��e-,'✓,F>....:. .qf�ry sc V,n-x'PS,.:e.!f..r.,. _a. : :..4'��,:, :acti%,u.._ tt_P. ,' at, .. fa .,:......-,., ,a.,, . :,x,,. •t:.;... �P,,,.zze . =',.t,; n:...;"':,<.. .e '`h-` ,.: '. ;2, f ;i.5-„1 , ,ps—s �• '��' - � & .,. _ .. �; ti:.. ., s.T.'•fir:= — -_ fs_ , ®• ♦PLAN; AA � .P_4A V3= . + VICINITY MAP I s s 3 rce x , — I I (2) NEW GILBARCO 3+1 DISPENSERS FOR DIESEL (1) 10' DIA. 20K GAL. DW FIBERGLASS UST FOR UNLEADED FUEL I I (1) 10' DIA. 20K GAL. SPLIT. DW FIBERGLASS UST - 12K DIESEL/8K PREMIUM I I (2) 2.0 hp VARIABLE SPEED STP FOR RUL AND PUL I 1 I (1) 1.5 hp FIXED SPEED STP FOR DIESEL V I 1 (3) ATG's (1 PER STP SUMP) I I (3) PRODUCT FILL BUCKETS (1 EACH UST) i I 2" FLEX. PIPING IN'4" CHASE PIPING FOR RUL, PUL AND DIESEL FUELS I i c lg Q' L7 I I 2" SW FRP VENT PIPING (UST's TO REMOTE VENT SUMP) 1 I I (1) NEW BRAVO VENT BOX FOR RUL, PUL AND DIESEL I' ) (1) NEW 119'-0" X 36'-0" FUELING CANOPY FOR EIGHT (8) DISPENSERS 7-ELEVEN (.��--� _-__------- ---- ', I 1 Q Proto 11-05-18 M C) Q E- r Lu U) W U W F- 6i co z �^ Z W �- > of _J o6 ® U® W _ LLI > O WOW O 0 W >cya Z Z � U Q W 1 rz W oJ0Z W�� Y f� Z Q O W o z u N CM a' 00 CD O 0 04 _ W J - — OWNER: 7-ELEVEN Q ZZ N d7 I I - - NORTH ARROW ROOM TAG O UOF E- IRVING, TX750 3Y R <(3200 OAD A -REVISION DELTA�6' �)I I ® X.X.X.. I I - HEIGHT '� " _ I I z FUEL MEP ENGINEER: TERRY HESSELTINE X'-XX" C Y =, -- -�- ELEVATION *k 6 3 THE DIMENSION GROUP U „ - SPOT ELEVATION ° p p U r ) I I 10755SANDHILLROAD INDICATOR X.X.X. J U N L L DALLAS, TX75238 X XX i INDICATOR DOOR TAB (214)343-9400 OOOA �" Y � EMAIL:THESSELTINE@DIMENSIONGRP.COM �-° a) a� o LN C N C N O L N (6. fa N a7 N XX KEYNOTE O - ENLARGED Tow'°OtEo@3gm INDICATOR oL c toyfON cg DETAIL w"�a-ro-N3LL�07'�c INDICATOR mmw3c°~� E�°m # � XX - FINISH a at ��5� t ° (5 a O -O 3 O : P m INDICATOR °(� aa)a) U cntu m � N 0 a • s X E o -rI i X �'mowaa��w� E GRID LINE xx.x o >.a� o a) m aN.- k ...s: q ., •.xGd, .., Y`�..%,.r ..d} 5 .. :::.:xz:v:'s�r 2' ��_, _ ..._ SECTION CUT a w o INDICATOR INDICATOR �i c o o - (9 NON-PROTO COLUMN WRAPS g .. ... _.: :•s. ... e i, w - _ IIIII NON PROTO AIRVAC LOCATION. ��p1U III///7j r E S �i xx.x x ELEVATION N qq ,x ., / INDICATOR xx WINDOW TAG �� H L TAG 'M'6 �':r, �J 5� � :�..r.«.uu,».wauudvn0shv...Ls�,.ffiammm,.,;t,3.v..+L'r:uu'.�a�aiiw:l�uk,.,>i O XX ✓ � 72$ -EQUIPMENT TAG REVIE{bF G7.0) THE POLLUTANT STORAGE SYSTEM SPECIALTY CODE COMPLIANCE '"'���IIIIhlel% 8/2 CONTRACTOR (PSSSC) HASYE•FTO BE DETERMINED ST. LUCIE COUNTY SHEET: oCOMPANY: INDRIO ROAD LICENSE BOCC . SIGNATURE: DATE: FUELING -USA 00 CD O 0 04 _ W J - — OWNER: 7-ELEVEN Q ZZ N d7 I I - - NORTH ARROW ROOM TAG O UOF E- IRVING, TX750 3Y R <(3200 OAD A -REVISION DELTA�6' �)I I ® X.X.X.. I I - HEIGHT '� " _ I I z FUEL MEP ENGINEER: TERRY HESSELTINE X'-XX" C Y =, -- -�- ELEVATION *k 6 3 THE DIMENSION GROUP U „ - SPOT ELEVATION ° p p U r ) I I 10755SANDHILLROAD INDICATOR X.X.X. J U N L L DALLAS, TX75238 X XX i INDICATOR DOOR TAB (214)343-9400 OOOA �" Y � EMAIL:THESSELTINE@DIMENSIONGRP.COM �-° a) a� o LN C N C N O L N (6. fa N a7 N XX KEYNOTE O - ENLARGED Tow'°OtEo@3gm INDICATOR oL c toyfON cg DETAIL w"�a-ro-N3LL�07'�c INDICATOR mmw3c°~� E�°m # � XX - FINISH a at ��5� t ° (5 a O -O 3 O : P m INDICATOR °(� aa)a) U cntu m � N 0 a • s X E o -rI i X �'mowaa��w� E GRID LINE xx.x o >.a� o a) m aN.- k ...s: q ., •.xGd, .., Y`�..%,.r ..d} 5 .. :::.:xz:v:'s�r 2' ��_, _ ..._ SECTION CUT a w o INDICATOR INDICATOR �i c o o - (9 NON-PROTO COLUMN WRAPS g .. ... _.: :•s. ... e i, w - _ IIIII NON PROTO AIRVAC LOCATION. ��p1U III///7j r E S �i xx.x x ELEVATION N qq ,x ., / INDICATOR xx WINDOW TAG �� H L TAG 'M'6 �':r, �J 5� � :�..r.«.uu,».wauudvn0shv...Ls�,.ffiammm,.,;t,3.v..+L'r:uu'.�a�aiiw:l�uk,.,>i O XX ✓ � 72$ -EQUIPMENT TAG REVIE{bF G7.0) THE POLLUTANT STORAGE SYSTEM SPECIALTY CODE COMPLIANCE '"'���IIIIhlel% 8/2 CONTRACTOR (PSSSC) HASYE•FTO BE DETERMINED ST. LUCIE COUNTY SHEET: oCOMPANY: INDRIO ROAD LICENSE BOCC . SIGNATURE: DATE: FUELING -USA o� 1Nkjrx 1 1l r\.11 %D Pl1VnVVt1 i o0000 - --'---------- - STORE GENERAL CONTRACTOR "a- 1 STORE GC TO WORK WITH FUEL GC ON SCHEDULING. ANY CONFLICTS SHALL BE o BROUGHT TO THE ATTENTION OF THE SEI a PROJECT MANAGER. N 2 STORE ELECTRICAL CONTRACTOR TO RUN ❑ Fm . . r r � .. �.. r �+�. r . - - - ® - - ® _ - - - - ®_ � � � e ,. - ®_ - r - - - - - _ _ o - - ® ®e _ � � � � UNDERGROUND ELECTRICAL CONDUITS TO (10) FT OUTSIDE OF BUILDING SLAB (COORDINATE LOCATION, QUANTITY, SIZE AND TYPE OF CONDUIT WITH FUEL CONTRACTOR). , I �s` 3 STORE ELECTRICAL CONTRACTOR TO INSTALL Q SEAL -OFFS (AS REQUIRED), ELECTRICAL e RACEWAYS, GUTTER BOXES, FUEL ELECTRICAL e♦ PANELS, CIRCUIT BREAKERS AND FEEDERS.k 4 22.50 4 STORE ELECTRICAL CONTRACTOR TO INSTALL OVERHEAD CONDUIT FOR VEEDER ROOT FROM 22.91 23.01 ELECTRICAL ROOM TO LOCATION OF V/R ON Pfot0 11-05-18 PLANS. 23.05 5 STORE GC RESPONSIBLE FOR ALL EXTERIOR 23.16 , AREA LIGHTING, IRRIGATION AND AIR/VACUUM UNIT SLAB AND POWER. 23.12 - _ _ _ _ _ _ _ 23.1$ I 8 MONUMENT POLE SIGN TO BE PROVIDED AND o } 23.12 e INSTALLED BY SIGNAGE CONTRACTOR. THE SIGN Lo Q e IS TO BE FUTURE MEDIA ELECTRONIC PRICE SIGN. U 23.07 X (0 3 a FUEL CONTRACTOR V � 0) ` - - - 1 FUEL GC TO WORK WITH STORE GC ON z Z CC)0t ----- o o SCHEDULING. ANY CONFLICTS SHALL BE � C'7 � J BROUGHT TO THE ATTENTION OF THE SEI a �$ LL. PROJECT MANAGER. Z - 05 0LU - 23.2 23.3 , 23.39 ' 2 FUEL GC RESPONSIBLE FOR ALL CONCRETE OVER W Q z Q U 0 WOW 3.27 TANKS AND PRODUCT PIPING (I.E. TANK SLAB AND w Ix \ Of 0- ® o I 2 I DRIVE MATS). CONCRETE CHAIRS ARE BY } / Q }Jr I~ I SEI.LLI IxJ2� I I Q 23.6 Q 23,65 23.66 23.68 E° 3 FUEL GC RESPONSIBLE FOR CANOPY FOOTINGS. uJ W z LL ILL 4 FUEL GC TO INSTALL CANOPY DRAINS (WHERE U IL LL e APPLICABLE) TO POINT OF CONNECTION WITHIN Q L -� - - - - - - - e J (10) FT OF DRIVE MATS. _ D i 5 FUEL EC TO INSTALL ALL FUEL RELATED 04 Z 'ELECTRONICS (LE: DATA BOXES, EDH UNIT, 5 i i TURBINE RELAYS, ISOLATION RELAYS, ETC). b ri 6 FUEL GC RESPONSIBLE FOR ALL ELECTRICAL CONDUITS SEAL OFFS, ELECTRICAL J-BOXES PER e STATE, LOCAL, MANUFACTURERS AND SEI CODES AND z, Z Q d LU I- U) J H w F_ 2 0' 0 Z J W Z) LL I STORE CONTRACTOR RESPONSIBLE FOR ROUTING (34) 3/4" AND 100.O' 7 FUEL EC TO PULL WIRE FOR CANOPY LIGHTING, (2) V ROBROY PVC COATED GALVANIZED STEEL CONDUITS (WITH 100'-O° INTERCOM, DISPENSERS, TURBINES AND PULL STRING) FROM ELECTRICAL ROOM TO (10') PAST BUILDING MONITORING SYSTEM DEVICES. SLAB. FUELING CONTRACTOR TO PICK UP CONDUITS AT THIS LOCATION AND ROUTE TO FINAL TERMINATION: FUELING 8 FUEL EC TO MAKE ALL FINAL CONNECTIONS TO ' e CONTRACTOR RESPONSIBLE PULLING WIRE AND MAKING FUELING EQUIPMENT AND ELECTRONICS. E j FINAL TERMINATIONS. REF G16.0 FOR SPECIFICATIONS. 9 FUEL GC TO PULL TRADE PERMITS FOR FUELING I I" WORK (AS REQUIRED). i i 0 1 � ° ® ' 10 FUEL GC TO "CALL FOR" AND "BE PRESENT FOR" ALL LOCAL REGULATOR - INSPECTIONS AND RESPONSIBLE FOR SCHEDULING ON -SITE INSPECTIONS WITH APPROPRIATE SEI z �0'-0' o REPRESENTATIVE RELATED TO FUELING. z 0 11 FUEL GC TO COORDINATE WITH TANKNOLOGY w mmau AND THE SEI CONSTRUCTION MANAGER FOR w `� ® iU TESTING OF FUELING SYSTEM. J 12 FUEL GC TO HAVE PERSONNEL ON SITE FOR ui W o I o TESTING. z e V - 7 ELEVEN f' 13 FUEL GC RESPONSIBLE FOR CLOSE OUT PACKAGE 0 7 s CONVENIENCE PER 7-11 MATRIX. 04 STORE " �~ O o °- µ _ oo - -, 0 KEY NOTES 1Q 7-ELEVEN CONVENIENCE STORE , �- s - 00 N _ -- -- = - - --- _ Q FUELING CANOPY AND DISPENSERS N Y F $ 03 UNDERGROUND FUEL STORAGE TANKS AND SLAB Q Z O s ® FUEL STORAGE TANK VENTS Q m 05 AIR -VAC MACHINE m N © (2) EMERGENCY SHUT OFF SWITCHES C 3: _)C (D II U fis t6 � L o PYLON SIGN fn U v ° c o N O-0 0 Tywy 0 ' ...... VEEDER ROOT SITE MONITOR CONSOLE - @�NC3 e Lf@� �N)oCE° I �G c "LTo. Q3V>'1 raw " 'MCO �MoW) 0�0 ®®«". . � ..� ..... ca Qps��>�O�:1 3 NO Ow >-o Oa)L.0 cE oawN 3 a z 3 THE POLLUTANT STORAGE SYSTEM SPECIALTY CONTRACTOR (PSSSC) HAS YET TO BE DETERMINED COMPANY: a w LICENSE NO.: - { o' .•...SIGNATURE.. rT ARCHITECTURAL SITE PLAN 1 N _ _ DATE: 1 16" _ 1 0 - w NOTE: r �2 GRADES SHOWN AT DISPENSERS AND TANKS ARE BASED ON GRADING w PLAN PROVIDED 01/21/2020. CONTRACTOR TO VERIFY GRADING SHOWN ON THIS SHEET MATCHES FINAL CIVIL PLANS PRIOR TO CONSTRUCTION. o z PLEASE CONTACT FUELING FOR IF DISCREPANCIES ARE DISCOVERED. �o FDEP`EQ # SCHEDULE (INDICATED BY LOCATION- DESCRIPTION EQ. NO. TANKS XERXES - DOUBLE WALL FIBERGLASS 200 PIPING (PRODUCT) OPW - 1.5" DW FLEX PIPE 649 PIPING (VENT) SMITH FIBERCAST - FIBERGLASS PIPING REDTHREAD'11 252 LEAK DETECTION VEEDER ROOT' - TLS350 197 . LEAK DETECTION VEEDER ROOT - LIQUID AND INTERSTITIAL SENSORS ' 614 LEAK DETECTION VAPORIESS ='LINE LEAK DETECTION 329' SPILL' CONTAINMENT DPW - SPILL MANHOLE FOR TANK FILL 708` OVERFILL PROTECTION DPW - 71SO OVERFILL PROTECTION 697' DISPENSER LINER OPW - DISPENSER SUMP LOOP SYSTEM 709; SUMP LINERS XERXES - FIBERGLASS ATTACHED COLLAR 397 SUMP LINERS XERXES - FIBERGLASS ACR-Wf TANK SUMP 397 TANK BURIAL CHART - STORE (38944) COMPONENT` REGULAR REGULAR VENT A. FINISH GRADE ELEV. AT BEGINNING F RUN FT : A O ( ) 23.68 23.39- 22.50 B. PIPE BURY (FT): 2.50 2.50 2.00 C. ELEVATION OF PIPE AT BEGINNING OF RUN (A-B) 21.18 20.89 20.50 D. PIPE LENGTH (LONGEST RUN) (FT): 104 65 74 E. PIPING RUN FALL (FT) (D*1/8" PER FT): 1.08 0.68 0.77 F. TOTAL CROSSOVERS/SWING JOINTS:`, 0 1 0 G. CROSSOVER/SWING JOINT DEPTH (FT): 0.00 0.50 0.00 H. FT C-E-G ELEVATION AT END OF PIPE)( ): ( .1 20 0 19.71 19.73 I. ADD FOR EXTRACTOR TEE AT SUMP: 1.25 1.25 0.50 J. TOP TANK ELEVATION (FT) (H-I): 18.58 18.46 19.23 K. HIGHEST FINISH GRADE ELEVATION AT TANK SLAB (FT):, 23.18 23A8 23.18 L. MAX BURY DEPTH (K-J) (FT): MAX = 5.67' 4.33 A.;2 3.95 LOWEST FINISH GRADE ELEVATION AT TANKS (FT): 22.91 INFM. 22.91 N. MIN BURY DEPTH (M-J) (FT): MIN = 4.17' 4.06 3.68 TANK BURIAL DEPTH IS GOVERNED BY REGULAR PRODUCT PIPING TO DISPENSER 8. ST` LUC'IE COUNTY THE TOP OF TANKS SHALL BE SET AT-18,46'. ' BOCC C NN NNc S 0 @. ct N c _ E `N�-+ �w� ��QM0 TM 2 N �EEo-aciy(Dv53,5 o �w C7 " �GENS,6% i 72850 >f "111111111111'62/ SHEET: FUELING - USA GENERAL NOTES THE POLLUTANT STORAGE SYSTEM SPECIALTY CONTRACTOR (PSSSC) HAS YET TO BE DETERMINED 1 ALL CONSTRUCTION SHALL MEET COUNTY COMPANY: STANDARDS. CONTRACTOR TO SECURE ENTIRE CONSTRUCTION AREA WITH CHAIN LINK LICENSE E: 2" FIBERGLASS TANK #1 VENT / VR (RUL) FENCING DURING CONSTRUCTION PERIOD. C SIGNATURE: TANK #1 STP SUMP (RUL) 0 VENT PIPING - SLOPE FROM REF 4-G6.1 AND 2-G4.1 DATE: 1 REF 4-G6.1 AND 1-G4.0 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY 2- REMOTE VENT DOWN TO TANKS TANK #1 FILL RUL I 1/8"PER FOOT MIN (RUL) ENGINEER OF ANY DIFFERENCES BETWEEN THE N o REF 4-G6.1 AND 1-G4,1 ACTUAL FIELD CONDITIONS AND THE PLANS REMOTE 0 VENT INTERSTITIAL MONITOR BEFORE PROCEEDING WITH CONSTRUCTION. REF 5-G6.1 AND 4-G3.0 3 FUEL CONTRACTOR SHALL BE RESPONSIBLE VENT PIPING DESIGN BASED ON 25' LENGTHS FOR THE INTEGRITY OF THE PIPING SYSTEM DURING CANOPY ERECTION AND CONCRETE FLATWORK INSTALLATION. 0 FLOW RATE FLOW RATE `/ TANK #1 �Q 4 AFTER COMPLETING INSTALLATION OF (RUL AND PUL) (DSL) C� �` e 10 FT DIA TANK #2 STP SUMP (PUL) DISPENSERS; THE FUEL CONTRACTOR IS TO �S 20,000 GAL REF 4-G6.1 AND 3-G4.0 INSTALL BRIGHT 1-6 NOZZ ES 10 GPM 1-4 NOZZLES - 10 GPM �` ° REGULAR ° FENCE AROUND ENTIRE DISPENSER. NGE CTION ; UNLEADED U- TANK #2 FILL (PUL) 8 NOZZ ES - 9.8 GPM ` e REF 1-G3.0 REF 4-G6.1 AND 1-G4.1 i FUEL CONTRACTOR IS TO BE AWARE THAT ON THE DAY THE GASOLINE SYSTEM IS PUT INTO PrOto 1 1-05-18 10 NOZZ ES - 8.5 GPM -_� -- `-- P REF 4 G 1 AND 2-G4P1JL) SERVICE, THE FUEL CONTRACTOR AND A 12 NOZZ ES - 7.5 GPM INTERSTITIAL MONITOR----. GILBARCO AUTHORIZED SERVICE CONTRACTOR REF 5-G6.1 AND 4-G3A/ MUST BE ON SITE ONE (1) HOUR PRIOR TO ! STARTUP AND MUST REMAIN ON SITE THREE (3) ADDITIONAL HOURS FOR A TOTAL OF FOUR (4) HOURS. ANY COSTS INCURRED OVER FOUR (4) NOTE: STREET SIDE � D- � :' � LOCATION OF DISPENSER HOURS DUE TO FUELING SYSTEM ISSUES, o REF 1-06.1 FOR DIMENSlOt� AND TANK #3 STP SUMP (DIESEL) o ° o ° ° ° � ® SHOULD BE BILLED AS A CHANGE ORDER. REF 4-G6.1 AND 2-G4.0 TANK #3 VENT (DIESEL)----,- Q REF 4-G6.1 AND 3-G4.1 LLI X � _ Y DISPENSER STATION TANK #3 FILL (DIESEL) c 4" DOUBLE LAYER ACCESS PIPING OVER z U CEO Q REF 4-G6.1 AND'1-G4.1 2,0" DBL-WALL FLEX PRODUCT PIPING- ® KEY N I NOTES S Z Y J ID TYPICAL Y� I V Z (� Z co i- ___ SLOPE 1/8" PER FOOT MIN FROM --------------- DISPENSERS 4 AND 5 TO TANKS. z 06 LL z I SIDE A ® SIDE A 10 SIDE A 1� 6" CONCRETE SLAB AT FUELING CANOPY. 0 Ll..l 0 W Z SIDE A REF CIVIL DRAWINGS FOR TOS ELEVATIONS. Ll� > 0- CL " 2❑, GEOTECH FABRIC MATERIAL TO EXTEND 36" W J 0 0Y i9 Ji7 DISP 2 19 17 DISP 4 19 17 DISP 6 19 17 DISP 8 PAST EACH SIDE OF PIPING TRENCH. ALL 1 LU w O O' R G5.LL 0 R 5.0 R 5.0 _� R 5.0 GEOTECH FABRIC SHALL BE PINNED PRIOR TO h 1 Z LL nEJ RIC AT L=J TYP 0 TOP OF EXCAVATION TO BE APPROVED BBY HE _ ~ LLJ REF - 6.0 7-ELEVEN CONSTRUCTION MANAGER. o 0 L=L a Q PIPING TRENCHES SHALL BE DUG IN SUCH A oN Z MANNER THAT THE TRENCH WIDTH IS EQUAL TO M WRAPPED CANOPY COLUMN TYPICAL REF SHEET G8.0 AND AT LEAST TWICE WIDTH OF ALL PIPING CANOPY MFR DRAWINGS CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4„ (10cm) CLEAR DISTANCE BETWEEN PIPING o POSITIONEDTHE TRENCH AND WHERE PIPING CROSSES OVER EACH OTHER. R. THE BOTTOM OF THE TRENCH SHALL BE AS o o UNIFORM AS POSSIBLE TO ELIMINATE HIGH O �2 Qn © '@) 10 ; Rn 13 14 SPOTS AND ENSURING AN EVEN LAYER OF w, SIDE A SIDE A SIDE A'�� BEDDING MATERIAL UNDER THE PIPE. REMOVE ALL SHARP ROCKS AND DEBRIS FROM THE -- TRENCH BOTTOM BEFORE BEDDING MATERIAL E' N 1 Ji7 DISP 1 19 17 DISP 3 19 17 DISP 5 19 17 DISP 7 ~ IS INSTALLED. R 5.0, R -mfl 5.0_ = R G5.0 R 5A ® SITE CONDITIONS MAY CAUSE VARIATIONS WHICH MUST BE APPROVED BY 7-ELEVEN AND " MANUFACTURER. PIPING BURIAL DEPTHS LESS 36" MIN STORE SIDE THAN 18" REQUIRES 7-ELEVEN APPROVAL. - TYPICAL 3 T 2 • • FUEL PIPING PLAN Z •` - - PEA GRAVEL BACKFILL TYP -NOTE.g. (OR APPROVED ALTERNATE) REFERENCE FUEL PIPING FOR REINFORCING AT TANK w ° c PLAN FOR ORIENTATION OF SLAB PENETRATIONS AND w TANKS CORNERS REF$-G6.1LU 0 z o w ® ® 14 6" CANOPY STAB 8" TANK SLAB ®( o Ol „ nTn TAMICQIe w wN o Z Buoya ncy Calculations (3 PIPE) 36" WIDE TRENCH 3 Assumptions _ (2 PIPE) 26" WIDE TRENCH Number Of Tanks: 2 Water = 62.4 I b/cf 16"WIDE TRENCH Tank Dry Weight: 9000 lbs Submerged Concrete = 87.6 (b/cf (1 PIPE) Volume of Tank: 20000 gallons Submereged aggregate= 57.6 Ib/cf" PRODUCT PIPING Nomial Tank Diameter: 10 ft _...... f Tank BurialDepth: 4.72 ft # Tank Length: 37.75 ft g _ . ® PUL L Number f 4 Sumps 36" MIN p L � 3 1 2 Sump Diameter: 42 inches PUL L TYPICAL , Slab Length: 52.17 ft F3 110200.2 ibs Concrete Stab L I Y 4 . a - •.: a i : 9 • 7 RUL o e N • • a . .. a a. ' I . x a Stab Width: 36.17 ft F4 21 7624.4 I bsBackf i I o .. • • a. • : . .• :a A .a u. N.. '.. 4:....: :.. ..,•. :. ., .. ..: <.• RUL Slab Thickness: 8lnches' F5 1740684 ibs Gravel above Deadman' a z 2U N PEA GRAVEL BACKFILL TYP Deadman Length: 36 ft F6 26313.98' Ibs Soil above Deadman (OR APPROVED ALTERNATE) L W T Deadman Width: 18 inches F7 13797 1bs Concrete Deadman a 03 Deadman Height: 8.75 inches F8 18000 lbs Tank Dry Weight DSL PIN Total Down 560003.9 I bs DSL i 01 rZ rd St . z F1 333244.3 1bs Tank z s F2 7849.92 ibs Surn A 1..2 factor of safe is used for Calculatuin the an or r `rem �y�/ e I eats. Q 10!1 Total Up 341094.2 Ibs for the tanks, because the density of materialsvarries, (3 PIPE) 36 WIDE TRENCH a (2 PIPE) 26" WIDE TRENCH 16' WIDE TRENCH Suh1;s FrCeS s `''J` 218909.7 IbS of dOWnWard force (1 PIPE) ad r+af' afet,0. 1.64 2t 1.2 VENT PIPING P ° 00 Q C) _ IW- O Y H Q O Z o m m N C Ie cc C ° cn U Y O C •� m a - N a)'O>, N N N C m N C N'jp C L L N N n d T ~a�i>?w`°�410C3Ey o n E m - -p'C 22 C NOLN •L..Nt O L O � Q a m v Pza°i Scaooy>�CO 0-0 O-O 4)Nt.. (p CC:Fa C N 0<0) C (0._ C_ N Cr_OO O>,o0 G7,Nf. E.F pw'00'(�O°a.O fOE 00NAN'DOaNW y.'r- 0 op0N:oLa��Lw c � o- nN 0 Vr W ``N�ptuuuh(t✓ir/Z HE 7285CI i11171, ONA11 ��%`2 /2 01 PIPING TRENCH SECTION SHEET •.Q VIEWED FOR = TANK SLAB PL 0m coMPLiArvG BOC(' FUELING - USA tY • • 1 ;• 1 - li �I I li �I • I ® 'KEY NOTES 18 THE POLLUTANT STORAGE SYSTEM SPECIALTY 1❑ CONCRETE SLAB. REF 1-G0.1 AND CIVIL DRAWINGS EXPLOSIVE PROOF J-BOX WITF CONTRACTOR (PSSSC) HAS YET TO BE DETERMINED FOR TOS ELEVATIONS. ALL, MANHOLES WITHIN _ THE TANK SLAB AREA TO BE RAISED 1" ABOVE THE 3/4" NPT THREADS COMPANY: NORMAL GRADE OF CONCRETE. SLOPE CONCRETE MOUNT FLAT. GC TO INSTALL I c UPRIGHT POSITION LICENSE NO.: TO MANHOLES 1/4"PER FT. CROWN CONCRETE AS o TO NOT INHIBIT WATER DRAINAGE OFF THE TANK 6 SIGNATURE: SLAB (NO POOLING). DATE: w 02 GEOTECH FABRIC MATERIAL TO EXTEND 60" MINIMUM PAST THE TANK HOLE EXCAVATION. ALL 8" CONCRETE SLAB GEOTECH FABRIC MATERIAL TO BE PINNED PRIOR • a g.. a TO BACKFILLING. METHOD OF PINNING FABRIC AT TOP OF EXCAVATION TO BE APPROVED BY THE 7-ELEVEN CONSTRUCTION MGR. m 03 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK is PEA GRAVEL BACKFILL TYP MANUFACTURER. PLACE DEADMEN PER (OR APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALTERNATE) > ® FOR SLOPE, FOLLOW CURRENT OSHA N REGULATIONS. 1F SHEET PILES ARE UTILIZED, wi PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW Proto 11-05 18 TANKS AND SHORING. CONDUIT WITH SEAL -OFF. TYP -REF 1-G9.0 AND 1-G12,0 05 BURIAL DEPTH GREATER THAN 5'-8" REQUIRES 7-ELEVEN AND MANUFACTURER'S APPROVAL. CORD AND CORD GRIP SUPPLIED WITH SENSOR © UNDISTURBED SOIL OR COMPACTED BACK FILL �q STP / ATG MANHOLE STP / ATG MANHOLES NOT LESS THAN 95% OF MODIFIED PROCTOR O Q DENSITY (AASHTO-T-180). Lo REF 1-G4.0 REF 1-G4,0 & 2-G4.0 1 1� 50 50 Ob 4" FRP RISER PIPE W 1 BELL BY MALE FITTING AT MIN MIN W U EACH END OF PIPE RISER , ; + •. ;c; y ; PULL -CORD I 14w 2 Z j J, _O (DO NOT CUT) REF MFR SPEC z 06 LL � LLU 6 w_¢ Z Q c) w OUTER TANK WALL 3-0 O W O cn W X >�a y INTERSTITIAL SPACE 01 ix ui _1 Q 10' DIA 10' DIA I m w Z LL O ~ INNER TANK WALL 20K GALLON 20K GALLON SPLIT TANK Y Lt_ REGULAR (SK PREMIUM UNLEADED Q ~ O UNLEADED AND 12K DIESEL) U 4 p TANK #1 TANKS #2 & #3 N Z i PEA GRAVEL BACKFILL TYP (OR APPROVED ALTERNATE) cn 12" PEA GRAVEL BACKFILL MATERIAL (OR APPROVED ALTERNATE) UNDER TANKS i AND DEADMEN : 3; u F 24" 24" 24„ 24" 24" 24" f h MIN MIN MIN MIN MIN MINMi 14 (1OFT DIA) 1t ANNULAR SPACE RISER AND SENSOR SECTION 10' DIA UNDERGROUND STORAGE TANK SECTION =ry, 1/4"=1'-0" w w z mom V' n E w W o N d d' 5 9 LuO n' DIESEL VENT 0 2 OFFSET ANNULAR SPACE y w REF 3-G4 1 MANHOLE TO MAINTAIN 10" Do, 2 & PRODUCT FILL n PRODUCT FILL o REF 1-G4.1 83 ANNULAR SPACE CLEARANP//ATG MANHOLE CE FROM STP OVER REP G4.IFILL `7 REF 1-G4.1 z STPfATG MANHOLE VAPOR RECOVERY STP/ATG MANHOLE ANNULAR SPACE r RISER REF 4-G3.0 REF 2 G4.0 o REF 1-G4.0 VAPOR RECOVERY REF 2-G4.1 " REF 1-G4.0 REF 2-G4.1 RISER a 5,-0„ C6 1 5 5'-0 1 10" 0 REF 4-G3.0 MIN " 2 MIN 2 AI MIf31 m _. .:00 ••. .. ... .. .♦.. ... .t ♦ ...•e .. ... .... i a .. - • w. a.. �R . :". a .. 1. .. ... a. , .:. •- ... .. a ... w.. .... 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O N I— O Z x Q Z N 6 o a 6 Cn Q m n T W J — a_ J Th N i V > W R W 01 �. tea. 01 O U L73 PEA GRAVEL' BACKFILL, PEA GRAVEL BACKFILL, ­3 U) 0 0 U TYP OR APPROVED ( TYP (OR APPROVED ALTERNATE _ o -a c N a N 4 ) u�mc�mc��`iarN v ALTERNATE v DIESEL PILL RUL p `O a E E OOw.CNNQ:"L.., N L O TANK#3 TANK#2 TANK#1 4 'n m� ULC OrL �L it �.pC d�o�Sc°oor>-0 12 PEA GRAVEL BACKFILL a o a o w r c m m uci o• o 12" PEA GRAVEL BACKFILL m Q MATERIAL (OR APPROVED MATERIAL (OR APPROVED 2 C m i, m m 3 C m U ALTERNATE) UNDER ALTERNATE) UNDER c ,cm Q o - c co c m TANKS AND DEADMEN E 55 � g 2 ov - E m ay pN>.N'ON CN 4) TANKS AND DEADMEN U c o n a Co. c .N 0 cmi p E a 00 c o�2 0 3 3 1,.: 1 \\\1\1111111H1/// a 5,_107r 4,_11„ 1,_41„ 5'_4" 4'_ _ 2,_9„ 4,_1 4+ 4,_63„ 6,_� 1„ 4,_11„ 4, 11„ 5' 107, `\\\\ HESg ///�i� 8 2 2 2 2 5'-6' 8 8 2 6' 8" 5'-6' 2 8 Nam_ y\ • i 184" 18'-0"' = 72850 r z 3,_22„ 37,_ 4„ 3,_22, 37,_84, _ 0 - L t 10 DIA 20 000 -GALLON `SPLIT 71111111111111, TANK `SECTION 10 DIA 20 000 GALLON TANK SECTION REVIEWED FOR 128/2 ��° 2 r/4"=1'-0" 1 1/4"=1'-0" CODE COMPLIANCE SHEET: ST. LUCIE COUNTY �..+Z BOCG 'z_ 3 FUELING USA ILLUTANT`STORAGE SYSTEM SPECIALTY ACTOR (PSSSC) HAS YET TO BE DETERMINED ANY. ICENSE NO.: IGNATURE: IATE: RI KEY NOTES ELECTRICAL CONDUIT(S) TO ENTER SUMP 2" MIN ABOVE HIGHEST PRODUCT PENETRATION. LOCATE ELECTRICAL JUNCTION BOX IN UPWARD o POSITION AT HIGHEST LOCATION IN SUMP RISER FOR EASY ACCESS FROM ABOVE. v 03 SUMP SENSOR TO REST AT LOWEST POINT OF 0 SUMP ENCLOSURE ON PRODUCT PIPING SIDE OF SUMP. TANK CONTRACTOR TO SUPPLY ALL BRACKETS AND CLAMPS FOR 2-POINT MOUNTING OF THE 2" FRP SLEEVE. ® SET MANHOLE COVERS 1"ABOVE THE FINISH 2 GRADE AND SLOPE CONCRETE AWAY FROM ca 0 MANWAY COVERS AT 2% GRADE. Q5 POSITION BALL VALVE FOR UNOBSTRUCTED USE OF SHUT-OFF HANDLE. 0_ © STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY. ENTIRE WIRING RUN MUST BE IN RIGID PVC COATED GALVANIZED STEEL CONDUIT. USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT", "PLASTI-BOND" OR "KORKAP", NO PVC OR RNC CONDUIT ALLOWED. I1 Proto 11-05-18 07 USE ONLY ROB ROY CONDUIT TYPES o "PERMA-COAT", "PLASTI-BOND" OR "KORKAP" Q ELECTRICAL CONDUITS AT FIBERGLASS TANK h SUMPS OR WHERE BRAVO F-17-RR OR F-10-RR 0 ENTRY FITTINGS ARE CALLED OUT. w V � U) Q f Z z OOC?d � MZ"' W 0 z *k LL MAINTAIN S"TO10"CLR 0 LU D 19 MAINTAIN 8" TO 10" CLR FROM TOP OF MANHOLE COVER WATERTIGHT COVER WITH W Q Z 0 U O FROM TOP OF MANHOLE COVER TO TOP OF WT COVER OBSERVATION PORT O W O W ALIGN PORT WITH ATG w D' 0- 4 TO TOP OF WT COVER 19 J } W O U) <C 20 WATERTIGHT COVER WITH TRIM MH SKIRT TO MAINTAIN E IY OBSERVATION' PORT 4 ° ` 2" TO 4" BETWEEN SUMP LLJ D_' J 0 CONCRETE TANK SLAB ALIGN PORT WITH ATG 20 SECURE FOAM PIPE INSULATION m LLI Z OLL Z 01 s ° .e o TO BOTTOM OF MH SKIRT U LL TRIM MH SKIRT TO MAINTAIN ° Q 1 2" TO 4" BETWEEN SUMP CONCRETE TANK SLAB Q O 2 SECURE FOAM PIPE INSULATION EXPLOSION PROOF J-BOX = U TO BOTTOM OF MH SKIRT 01 (FOR SENSORS) ❑2 O EXPLOSION PROOF 2" SCHED 40 GALVANIZED 0 z J-BOX TYP (POWER) EP J-BOX TYP (SENSORS) 1 PIPE FITTINGS AND UNION BY GC M ELEC SEAL -OFF 06 EXPLOSION PROOF J-BOX CONDUIT AND LBY'S TO a s ELEC SEAL -OFF ❑2 (FOR STP POWER) O6 STP POWER CONNECTION CONDUIT FROM ANNULAR SPACE MANHOLE FOR SENSORS s CONDUIT FROM ANNULAR SPACE MANHOLE FOR SENSORS CONDUIT FROM ELEC 1 3 ROOM FOR STP POWER ELEC SEAL -OFF TYP FUEL PIPING TREE CONDUIT FROM ELEC ROOM ' 01 1 7 ' h 1 REF 5-G4.1 FOR STP POWER FUEL PLUMBING TREE 5' 30 CONDUIT AND LBY'S TO sa REF 5-G4.1 h STP POWER CONNECTION 4" SCHED 40 BLACK IRON r p i6 2" SCHED 40 GALVANIZED PIPE I PIPE RISER BY GC 2" CHED 40 BLACK IRON PIPE FITTINGS FOR REGULAR AND11 ri., ITTINGS FOR DIESEL BY GC. JOE SUMP SENSOR BRACKET SUMP SENSOR BRACKET PREMIUM BY GC U BOLTED TO PIPE RISER {2 LOC) U-BOLTED TO ATG RISER (2 LOC PIPE CLAMPS, SENSOR BRACKETS PIPE CLAMPS, SENSOR BRACKETS{ AND U BOLTS BY GC 0 AND U-BOLTS BY GC - 2' FRP X 33" LONG (MIN) 03 "r 2" FRP X 33" LONG MIN 03Li (BEYOND) FOR SUMP SENSOR FOR SUMP SENSOR HOUSING 1" CLR FROM TANK HOUSING 1° CLR FROM TANK w z 0 w �8 3 5 1 w � STRIKE PLATES STRIKE PLATES 0. m o BY TANK MFR 11 BY TANK MFR p 0 J _� w IY to co C7 G o SECTION SECTION ROTATEVIEW AS REQUIRED FOR FIELD CONDITION ROTATE VIEW AS REQUIRED FOR FIELD CONDITION PIPING PENETRATIONS INTO SUMP PIPING PENETRATIONS INTO SUMP 0 W O _ ARE SHOWN FOR REFERENCE ONLY - ELECTRICAL PENETRATIONS INTO SUMP ARE SHOWN FOR ELECTRICAL PENETRATIONS INTO SUMP ARE SHOWN FOR ARE SHOWN FOR REFERENCE ONLY - LLI N Y F COORDINATE LOCATIONS WITH REFERENCE ONLY -COORDINATE LOCATIONS WITH REFERENCE ONLY - COORDINATE LOCATIONS WITH COORDINATE LOCATIONS WITH 1 H O SHEET GOA AND FIELD CONDITIONS O 04 SHEET GO < .1 AND FIELD CONDITIONS SHEET G9.OAND FIELD CONDITIONS 14 SHEET G9.0 AND FIELD CONDITIONS Z O 14 01 Q m 01 15 03 2" FRP X 33" LONG MIN m 15 i HOUS NG SENSOR(BEYOND) FOR SUMP 1" CLR FROM TANK # ca N 'S 14 03 2" FRP X 33" LONG MINcc r- 0 (BEYOND) FOR SUMP SENSOR 14 0 14 HOUSING 1" CLR FROM TANK L30 3 0 0 o c n w 14 0 GALVANIZED PIPE FITTINGS d y c o c w y t L .C=mm wm W C _ . BLACK IRON PIPE FITTINGS 3 AS REQUIRED BY GC o o o a c= E w AS REQUIRED BY GC o 0 0° o T o o Z c- X.- —0 � g o FUEL PIPING TREE ° SUMP BRACKET -0 •2 2 x'- u5 L ` o SUMP SENSOR BRACKET 11 o U-BOLTED TO ATG RISER 2 LOC (BELOW DISCHARGE) ° U-BOLTED TO ATG RISER (2 LOC) 2 0 $ L).° 3 o as N a5 0 0,-:; FUEL PIPING TREE o o PIPE CLAMPS, SENSOR BRACKETS REF 5-G4.1 ° PIPE CLAMPS, SENSOR BRACKETS n o v 3 c 0 3 F d o 0 w o (BELOW DISCHARGE) o AND U-BOLTS BY GC 1 °� Q° a) y fi c 15 m E c t a AND U-BOLTS BY GC 0 'u u o > v M REF 5-G4:1 o O6 ° 06 CONDUIT AND LBY'S TO CONDUIT FROM ELEC ROOM o 0 c t 3 Q o> c o m a STP POWER CONNECTION o EP J-BOX TYP (SENSORS) FOR STP POUVER o 0 0 (SENSORS) =Woo 0 a m o N o 0 E EP J-BOX TYP SENSORS E- C o-- E W EXPLOSION PROOF ° o a> ao'D o _ a>'- N!? Q J-BOX TYP (POWER) o o b o 0 01 1 EXPLOSION PROOF J-BOX o 0 0 1 $ p o N c o.cc � •- O F- 0 (FOR STP POWER) - ° � C� — N ~ 1 0 CONDUIT FROM ANNULAR SPACE MANHOLE FOR SENSORS � - MANHOLE FOR SENSORS CONDUIT AND LBY'S TO CONDUIT FROM ANNULAR SPACE 4 CONDUIT FROM ELEC ROOM FOR STP POWER CONNECTION ♦♦O\\\\\�,HES$�`//`7j�i STP POWER L30 XERXES 42" EIGHT SIDED SUMP ♦♦ ¢¢y ;'0N ff%� XERXES 42" EIGHT SIDED SUMP q, Q SUPPLIED w/ TANK (TYP) 14 SUPPLIED w/ TANK (TYP)'�7 850`K a 14 c o v REVIEWED FAR �v 's D XL CODECOIIIiPL1ANCE .° ' • CRE TION PLAN RE SECTION PLAN ST. L.IJBOCCs CIE COUNTY i`�SS�oNA,�3�2'♦/2 o. SHEET; DIESEL STP SUMP DETAILS3/4�REGULAR AND PREMIUM STP SUMP DETAILS m= 1 FUELING - USA a4 I _ FOAM FORM LAY-UP OVER FORM 6" WIDE M M M 360 DEGREE 3 MAT LAY-UP INSIDE & OUTSI ANNULAR OUTEF COLLAR FOAM FORM LAY-UP OVER FORM 6" WIDE M M M 360 DEGREE INNER WALL UPPER SUMP WALL ADHESIVE LOWER SUMP WALL LAY-UP SAMPLES SHOWN ARE FOR REFERENCE ONLY. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SPECIFIC LAY-UP MATERIALS AND METHODS. 6' STANK SUMP LAYUP DETAIL'S NT :EL VENT DETAI 4. BLACK IRON PIPE RISER WITH LAYERS OF PRIME AND WRAP" --RIAL BY GC GRAVEL FILL MATERIAL 2" SCHED 40 GALVANIZED PIPE FITTINGS FOR REGULAR AND PREMIUM 2" SCHED 40 GALVANIZED BY GC — UPP R SUMP WALL PIPE FITTINGS FOR 2" SCHED 40 BLACK IRON ' PIPE RISER �— 3 M LAY-UP REGULAR AND PREMIUM PIPE FITTINGS FOR DIESEL INSIDE & OUTSIDE BY GC BY GC SUMP SENSOR BRACKET 2" BY CLOSED SCHED 40 U-BOLTED TO PIPE RISER GALVANIZED PIPE NIPPLE FOR REGULAR AND PREMIUM (2 LOC) PIPE CLAMPS, SENSOR BRACKETS BY GC AND U-BOLTS BY GC 3 3 L30 14 2"FRP X 33" LONG 03 149 `, (MIN) FOR SUMP SENSOR qq HOUSING 1" CLR FROM TANK 14 14 — LOWER SUMP WALL 0 2 14 CHANGE ORIENTATION CHANGE ORIENTATION OF FITTINGS AS OF FITTING AS REQUIRED L30; REQUIRED FOR PIPING FOR PIPING OUTPUT PER -- OUTPUT PER SHEET G0.1 SHEET GOA DUAL SINGLE PRODUCT OUTPUT PRODUCT OUTPUT SUMP SENSOR AND FUEL PIPING TREE DETAILS SENSOR BRACKET DETAIL. RE KEY NOTES CONCRETE SLAB. REF 1-G0.1 AND CIVIL DRAWINGS FOR TOS ELEVATIONS. ALL MANHOLES COVERS WITHIN THE TANK SLAB AREA ARE TO BE SET 1" ABOVE THE FINISH GRADE AND SLOPE CONCRETE AWAY FROM MANWAY COVERS AT 2% GRADE. p CROWN CONCRETE AS TO NOT INHIBIT WATER Q DRAINAGE OFF THE TANK SLAB (NO POOLING). ❑2 SUMP SENSOR TO REST AT LOWEST POINT OF SUMP p ENCLOSURE ON PRODUCT PIPING SIDE OF SUMP. TANK CONTRACTOR TO SUPPLY UNISTRUT BRACKETS, PIPE CLAMPS AND 2" FRP SLEEVE FOR 2-POINT MOUNTING OF THE SLEEVE. 03 POSITION BALL VALVE FOR UNOBSTRUCTED USE OF SHUT-OFF HANDLE. ® OVERFILL PREVENTION VALVE INSTALLED PER MFR'S SPECIFICATIONS. SET OVERFILL DEVICE FOR = RESTRICTION OF FLOW AT OR BELOW 90% TANK N CAPACITY AND POSITIVE SHUT-OFF AT 95% TANK w ProtO 11-05-18 CAPACITY TO MEET NFPA 30 REQUIREMENTS THEME OF FOR COLOR SCHEME OF INER COVERS SPILL CONTAINER COVERS REF 6-G6.1 NCRETE AWAY FROM 1 SLOPE CONCRETE AWAY FROM INER COVER SPILL CONTAINER COVER ` REF 1-G6.1 2 4 VG °e ° ss •ee : e" 4" DIA x 6" LONG 'IPE NIPPLE BY GC ' BLACKIRON PIPE NIPPLE BY GC . ° n ° 'e si. .. .. a ..< . 76 LL MATERIAL RON PIPE RISER WITH )F PRIMEAND WRAP 3C /PEA GRAVEL FILL MATERIAL CONDUIT TO EXPLOSION PROOF J-BOX . REF G-9.0 FOR ROUTING M Ll7 Q X ;I- CO LU Nt _ , U) U F_ morn J Z �Zce) > ItY_j W UL z — 06 0 LU o ujow uJ > I a co J } w°� w w low z f` W wZLL 1¢— m I Qr LL C) 3: o z M X o z- ir w z 3 .V E a n a w Lu a w o ®}y' H T b SST'. 4J � h W �' h 1� U 4 O W 04 2 W H 0 0 (V Q z 0 Q m Im c Y M cu U c0 cu N 0 Cn U O Y � ow "' A N O i +-' O y = N N t0 N f6 tl1, a c== N ~ �28��7pa�oc3EID .0o-u:' c N NDi:ENt O 'O ""mot Ot am. N m�a�N3a)aDmNmM�a-o `mm 'sc0=—F=_ � 2 ON 3SCa O.Or a"Oo6N Q.O � N ui •. .,... (6 c a E O-. -.O c w 2 Q d� C C O E c U E'Nowva���omEE O N�QGLn NUOo IS N TN O N N aN d.l= OQcON_.o= oa=ag O H `\l�� y \ HEBS�LT��oi�s� ����vCENS�•,�6` f 72850 K <v �0 , •,ORIQ�° �_ \�� /0NA � \N\\ DRUL / PUL VENT/VAPOR DETAIL FUEL FILL CONTAINER DETAIL REVW4 _ SHEET: 21 "-1'-0" 1„ ,'-o„ CODE COMP€ ST. LUCIE' COU FUELING - USA r 4" DIA BLACK IRON PIPE RISER WITH TWO LAYERS OF PRIME AND: WRAP MATERIAL .BYGC 57 FOR 10 FT TANK a e 4 404 v GENERAL NOTES 2" RE 3+1 DISPENSER REF EAR VALVE JUSTABLE BRACKET \BILIZER BAR KIT _AR VALVE JUSTABLE BRACKET J �BILIZER BAR KIT 3;+0 DISPENSER )_DISPENSER SUMP PLAN VIEWS 1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATION, BACKFILLING, AND CONCRETE POURING; A CONTINUOUS c HYDROSTATIC TEST SHALL BE PERFORMED ON o ALL SUMPS AND SPILL BUCKETS TO ENSURE a .r TIGHTNESS AND PROPER INSTALLATION n y a> 2 SUMP TO BE CLEANED OF DEBRIS AND DRIED AFTER TESTING. CONDUIT SEAL -OFF CONDUIT SEAL-OFFSHEAR �/ BRACKET ADJUSTABLE ADJUSTABLESHEAR VALVE ca '�ADJUS ABLE BRACKET ® KEY NOTES 3 3 MIMI mid I�EJI • fp,®I ®®' 1®I r� Y F rii�j�SOURCE NORTH AMERICA TO SUPPLY U-BOLTS TO SECURE PIPING TO CROSS BRACKETS .51 • • i SUPPLIED BY GILBARCO. ,z MCRITICAL - MUST HAVE 2" RAIN LIP ABOVE INTEGRAL RAIN LIP FRAME. 3] SHEAR SECTIONS OF SHEAR VALVES SHALL BE MOUNTED FLUSH NTH TOP OF PAVEMENT. HOSE RETRACTOR REQUIRES FIELD gjal MODIFICATION, REF MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SPECIFIC REMOVE REMOVE THE TEST TUBE AND LEAVE IN SUMP • •• • -• AFTER COMPLETING TEST. mini e � r ® ® '� ® • • 1 1 1 . 1 1 1 1 � • DISPENSER SUMP SECTION 1 � do a U) z o N cM OS RETRACTOR 9 4 Fl o �l <i r I F ?&. z3..': -..I V\r�V.4rbySitf: {`,!r i. �.,, x.'p.\. 3`V S•.. y4.y, C..\., .::..\s s:..Fs:n,n�.-,..1c i. b.,,rS. c,�S:.x: ...e�.,.<.a+c<:o:o+<:.."<.t.:e:o.,.+. .t..., :. .>. ... :?. �'=`.. vs,.�,♦ �.i.. �f}.t HOSE CLAMP Jill d rJ � , Lr r .. .' 1. .� .. 5 5 - 0 01 z w w t7 ��E o 8 N 79E59f .Z r•Irer CHECK WITH CONSTRUCTION C� CHECK WITH CONSTRUCTION MANAGER FOR OCTANE DECAL MANAGER FOR OCTANE DECAL ® ARRANGEMENT AND PROPER ® ® ARRANGEMENT AND PROPER J17 - OCTANES TO BE USED(MIDGRADE J17 OCTANES TO BE USED O J19 ❑ ❑ —CONDUIT SEAL -OFF —SHEAR VALVE ADJUSTABLE BRACKET u (V x 2" FIBERGLASS TUBE WITH "V" NOTCH -POSITION TUBE 1" FROM BOTTOM OF BUMP WITH NOTCH IN VIEW FOR INSPECTOR 11NATING I ALWAYS TO BEAT CENTER.) J19Nam ml? ��❑ 13 N 13 ❑ � � N W 48 4 4 GUU MID GR E PREMIUM 0 0 RE 0 0 0 11 OO��O cr_l J 87 89 91 ® ® za ❑ za Q z O .. --- XQ g =O =O Q U.. co =O UNIONS AND PIPING TYP =O LL Qj U UNIONS AND PIPING BY GC I- U- LOWER PIPING CROSS BY GC r U- s] Q1 f6 O BRACE PROVIDED O 0 m Q U LOWER PIPING CROSS 1 WITH DISPENSER 1 o >aio'c• oN BRACE PROVIDED o 0 o c w WITH DISPENSER 3 o N c N c u 'N c Y= w 000000 00 c — 4) SLOPE CONC 3 o0 0 0 � � � � p ° a E o m -3:� , , SLOREFP CO SLOPE CONC SLOPE CON C o'Qr c u �'p N ? as SLOPE CONC a c o c m u REF 1-G6.1 REF 1-G6.1 REF 1-G6.1 4) o �.N 3 =t £ ` @ aQ.� aL o o� E n o o m d ic000. >c 8 a a a u a e a d r ti N Q N O �� Y C N 3.w O l0 8 i 8 d as . -0a 8G • a i a. '.d (D a U13� COL O>,Cp 2" ID FIBERGLASS TUBE TO $E SHEAR VALVE AND ADJUSTABLE 3 Q = � m N ° ig E E 2" ID FIBERGLASS TUBE TO BE SHEAR VALVE AND ADJUSTABLE o T o o a �._ N C o BRACKETED TO UDC AT RIM OF SUMP BRACKET INCLUDED WITH BRACKETED TO UDC AT RIM OF SUMP BRACKET INCLUDED WITH $ c � � o C d r FOR SUMP SENSOR DISPENSER SUMP FOR SUMP SENSOR DISPENSER SUMP A o c a 2 - I- V CUT LOCATED AT BOTTOM ENTRY FITTINGS INCLUDED OF FIBERGLASS TUBE TO BE WITH DISPENSER SUMP V CUT LOCATED AT BOTTOM ENTRY FITTINGS INCLUDED ` VIEWED BY INSPECTOR OF FIBERGLASS TUBE TO BE WITH DISPENSER SUMP \ 0 6" MINIMUM VIEWED BY INSPECTOR `\��L MESS` 6" MINIMUM �� 4Tj ✓� OO 0 f P U ELECTRICAL CONDUIT, O O O `* 7285Q X TYPICAL ELECTRICAL CONDUIT, - TYPICAL 0 G O 40R�\?R �_ 3+0 DISPENSER 3+1 DISPENSER NA�,: `���rnnnlllnn� /21 REVIEWED FOR SHEET GILBARCO ENCQRE 700S DISPENSER CODE COMPLIANCE ST. LUCIECOUN"' M BOCC FUELING - USA I ® KEY NOTES 1Q PAINT VENT PIPES "EXTRA WHITE" SW7006. 2❑ PAINT VENT RACK, BOLLARDS AND ALL OTHER EXPOSED METALS "SEAL SKIN" SW7675. 45 AIRIVACUUM BY AIR-SERV GROUP, LLC >> D P U O �° w REFERENCE 1-G1.0 p F- O FOR ORIENTATION ZVENT CAPS TO BE OF VENT PIPES q 12' ABOVE GRADE � O O U. o T7 000 uJ LJ Z U ul -2" VENT RISER PIPING 4• a '�j I �� �I 11=I�� 11-1TJ—i— _I 11-1 I hI I=I�1 FRONT t NOTE: 2 O MAXIMUM 2 PERCENT GRADE SLOPE EACH WAY w REQUIRED FOR AMERICANS WITH DISABILITIES ACT (6 0 Proto 11-05-18 co O} r Q _ _1) U TT� = c VJ U) Lf) f Z Z �Zcv+) Z 0606 LL z W Q Z'LLJ Q LU W > E-L ILL! W W A GC TO PROVIDE CONCRETE SLAB' AND UTILITIES. AIR SERV TO PROVIDE x EQUIPMENT AND MAKE FINAL SO CONNECTIONS, 2" BLACK IRON TT _ \ ° a VENT RISER PIPING fx \� co a ° �dr °d MINIMUM 4000 PSI CONCRETE FOUNDATION PER MANUFACTURER'S SPECIFICATIONS n ° d SEE SPECIFICATIONS FOR SLUMP TEST. CONC CURB - REF CIVIL DRAWINGS a ° ° o- a ° ° ° a FRONT z a 2" SCHEID 40 BLACK IRON ° w PLAN ELBOW BY GC z U E 10 -03 TYP AIR -VAC MACHINE DETAILS w w 04 3 r� 3/4„SIDE FRONT r� w ? F V_4n 3'_6" Ci LLJ Or H O Y Q O N z O 4'-1" Q m NO TYP m "O ° dd Qi O U (6 C 0 C) o CONCRETE PAVEMENT d d /// a d w c m o c m°` id t N ~a)Uw p�p C'3 EN o TOP OF GRADE O' '7 o d fy yf / ° ° SO •° o o Y x'E `� a`)= o N y o - Z V V f f yff N N `O'U N 3 �� N Q):3 f f/ f/'// $'o o o aa)i -Ll_f a E ° PER SPECSCONCRETE FOOTDIA _ ° a7 ffyy 2lcl cNoc�Qu��@c�U SONOTUBE X 36" LONG a 5.80 -o m E m E'y o o v 2 o °a a7 �- •.° d'.. SECa�cli r a)�w a Nam„ q c al- ° \\141111 I I �\� o � �A` HES 12" SIDE .. `` �:-**GZNSP o DIA T T2850 i PLAN 9i •COR\O�• o SS/ONAI- /I/ll/11111111 \\\ 'b2i2s'2 HOOP B O L � A D DETAIL TAN K ` VENT RISER SECTIONS REVIEWED FOR SHEET _ 3/4"=V-0„ CODE COMPLIA oz ST. LUCIE COUNT 4 O sor.l� FUELING - USA i WHITE WITH EXT YELLOW HEXAGON 53 EXT F111 K E I NOTES PRODUCT FILL (YELLOW) 39 SOLID ORANGE a�o9onM ®� STAGE 1 VAPOR RECOVERY INTERIOR SPILL ' (ORANGE) ALPHA TANK CODE TO CONCRETE SLAB. REF 1-GOA AND CIVIL BUCKET TAG � I � MATCH FUEL DESIGNATION DRAWINGS FOR TOS ELEVATIONS. ALL MANHOLES FLUSH MOUNTED IN CONC WITHIN THE TANK SLAB AREA TO BE RAISED 1" ' MANHOLE SIZES VARY 54 ! REF PLAN 2-G1.0 ABOVE THE NORMAL GRADE OF CONCRETE. SLOPE STP AND FILL / VAPOR MAINTAIN 2"CLR TO PAINT "YELLOW" 1-1/2" - 42 REGULAR CONCRETE TO MANHOLES 1/4" PER FT. CROWN o MANHOLES - MAINTAIN ° ' ° •- ° REBAR TYP PAST RING (4 SIDES) 43 PREMIUM CONCRETE AS TO NOT INHIBIT WATER DRAINAGE 2" CLR TO REBAR TYP . ° OFF THE TANK SLAB (NO POOLING). ey •• .... DIESEL. VAPOR 66 DIESEL . ° RECOVERYIQ 0 GASOLINE RESISTANT JOINT SEALING COMPOUND T WHITE WITH EXT EXT RED WITH — "EDGE" FILL BUCKETS - REF SPEC SECTION V CONCRETE / PART 2 - �A 9•- BLACK CROSS 35 3 WHITE CROSS REF 5-G6.1 FOR PRODUCTS / 2.1.9. > COLOR SCHEMES 3 UNDISTURBED SOIL OR COMPACTED BACK FILL PRODUCT FILL (WHITE) PRODUCT FILL (RED) ❑ NOT LESS THAN 95% OF MODIFIED PROCTOR ADDITIONAL OPENING DENSITY (AASHTO-T-180). +� ° REINFORCING (4) #3 X T-0" INTERIOR SPILL a (DIAGONAL) AT ALL SMALL BUCKET TAG `.r INTERIOR SPILL @ 6 - — BUCKET TAG e oa 6„ 12" PENETRATIONS THRU TANK � r� J '- ° � °° 4 1!2" THICK ASPHALT IMPREGNATED EXPANSION SLAB 36 f�l 38 Goo °� ❑ JOINT MATERIAL. Xk PAINT "BLACK" 1-1l2" PAINT"WHITE" 1-1/2" > 'o 8' TANK SLAB a�°°�°0� e o ❑5 PLASTIC CASTLE CHAIRS PROVIDED BY m PAST RING (4 SIDES) PAST RING(4 SIDES} o u °° °ouu wT e SEI/SOURCE NA. REF G6.1 SHEET FOR CHAIR ° °°°use SIZES, TYPES AND LOCATIONS. REF G7.0 SHEET REGULAR PREMIUM � g°°�u�u�� PrOtO11-05-18 (3) #3 X 31-0 LONG REBAR °x�°°0 "0 FOR QUANTITY. UNLEADED LIM-F AT 8 1/2" OC EACH CORNER .DE D °0 °e °L�00° ° ° ° °T. NOTE TO GC: HAVING THIS SLAB EDGE DO NOT PAINT CONFIGURATION eR y"- MANHOLE COVER THE POLLUTANT STORAGE SYSTEM SPECIALTY `NUMERICAL TANK CODE TO CONTRACTOR (PSSSC) HAS YET TO BE DETERMINED ° ALL OTHER SMALL � MATCH TANK MONITOR COMPANY: co ' MANHOLES PAINT BLACK LICENSE NO.`. Lo N!- FLUSH MOUNTED IN CONIC o ♦ ♦ 4' ADDITIONAL OPENING r 41 REF PLAN 2-GYA SIGNATURE: Z REINFORCING TURBINE MANHOLE 72 DATE`. W 17_ d rn 0 5 5" HIGH CHAIR TYP pq z Z � Z M Z LL SLAB REINFORCING DETAILS MANHOLE COLOR SCHEDULE CONCRETE TAG AND MARKER DETAILS w z�� z 1/2„=1'-0" 5 1/2"=V-0" w 0 W O W LU of W WZOW J m i- W 1/4" 2 U r" 0 _ = 0 tL o � 1/4" WD x 1 SAW CUT JOINT 1/2" DP REMOTE VENT RACK M Z REMOTE VENT TRANSITION SUMP AND CONC SLAB 52'-2" O-T-O TANK SLAB 1 #3 REINFORCING BARS REF CIVIL DRAWINGS FOR G6.0 AT 18" OC EACH WAY LOCATION 18'-2" 17'-2" ° a RVENTE y R L . - 3 4 WIDE HOOP BOLLARD CJ 3-G6.1 CJ CJ LIMITS OF CONC u . I —Illy Tf—III—III-11 SLOPE TYPICAL cn SAW CUT AT 6" CANOPY SLAB �' x�: ' 1 /4' NOTE: ALL TOP OF MANHOLE RINGS TO BE 0 00 1" ABOVE GRADES SHOWN. SLOPE," o Lo SLOPE CONCRETE TO o°w u 48'� OUT FROM 00 1/4" WD x 1 3/8" DP CONCRETE 1/4" PER FT TO NORMAL m x ,x GRADES TYPICAL. g MANHOLE LID TYPICAL v� M SAW CUT JOINT Z Y SJ = SAW JOINT REF'3-G6.1 SJ SJ SJ la- CJ = CONSTR JOINT REF 2-G6.1 Z .e .: #3 REINFORCING BARS 2-G6.1 w r 8 r . .. a AT 1+nc EACH WAY y 11 N LIMITS OF CONIC 0 a• �o • Oo ". z SLOPE TYPICALLu u�l o 48" OUT FROM DISPENSER 1/ 1: 0 U V g w SLOPE CONCRETE UP TO rn z A BTM OF DISPENSER ' Y cp N Ix SAW CUT DETAILS TYP 1._ , TYPICAL ' N o J CJ CJ CJ CJ CJ CJ cJ M co 3 4 7 g � N 11 1 15 16 o �. SITE CONCRETE 7 ' o (NEW CONSTRUCTION) W O Y ~ REF CIVIL DRAWINGS U DISP 2 DISP 4 o (3)N WRAPPED CANOPY DIS 6 DISP 8 v Q Z N SITE CONIC CANOPY OR COLUMN TYPICAL cno O SLAB TANK SLAB 4 REF SHEETG8.O AND SJ g Q m CANOPY MFR DRAWINGS SJ J 51 #3 REBAR DOWELS X 36" LONG z U) } m ) AT 18" OC IF ADJOINING NEW Q p Qj U CONSTRUCTION SITE CONCRETE ' ' 3-G6.1 ' o a ¢ N cn z a p U N g O II I 3 DISPENSER STATION C R REINFORCING REF O OO~ o II-- I� �.O UY OFOID TYPICAL J SJ v=I CONSTRUCTION JOINT (BELOW) SJ ToQ cG Y'cIIf M 4 C3m ui O cc CONTROLJT o O O m@:os00..�Or'O@ 1 2 5 6 13 14 0 ���uo 03�ty�N7C y - I- "-0 w 2 . l (7ccE Q DISP 1 DISP 3 DISP 5 N o C@ 3 a; 00 c_uo 8" TANK 6"CANOPY N pwa a� 0°-0 c`gE E a) N o DISP v aao. OTOOCTa)� SLAB: - SLAS 4 q o�aZvmaaCiw ti�io CJ CJ CJ CJ CJ CJ cJ (" 0 E Sy' m a r z ' d D "- 3/4" SMOOTH DOWELS X 24"LONG 0 ( y c ca - AT 12" OC WITH EXPANSION CAP o #3 REBAR AT 18" OC EACH WAY „ „ \\�Yq##1\IIIIIS a° °, INCANOPY SLAB 18 3 14 9 18-3 14-9 16-6 16-6,,\� �� •...:S:T HE N $ '` �� s` z4 01 5 2" PLASTIC CHAIRS ON EACH 1 T_0 • „ N - - - - - tONGITUDAL BAR AT 4 OC _ 33-0 COLUMN SPACING 33'-0" COLUMN SPACING 33'-0" COLUMN SPACING = 0 11 0 7285 -(- #3 REBAR AT 12" OC EACH WAY w n i I IN TANK SLAB w e 0 5 3" PLASTIC CHAIRS ON EACH 121'-0" 0-T-p CANOPY SLAG �iy Q' .• O R50 LONGITUDAL BAR AT 4' OC CONSTRUCTION JT 3 ' STORE SIDE /28/2CREVIEWED FOR SHEET: �w JOINT DETAILS FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN CODE COMPLIANCE ST. LUCIE COUNTY ° ao $OCC FUELING -USA i 0 N YS O N O N W N N Li LJ 6 O H Z 2 U 0 W J W_ U N H Z W g a d w 0 LIGHT FIXTURE SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO, ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY M08 24 GE LED UNDER CANOPY LIGHTING ECBBOB5F5501A-WHTE 03301700 GE 7-ELEVEN / GRAYBAR GC MASTER LOCK' SCHEDULE E NO. ITEM QTY. '` Q DESCRIPTION PART NO. ORACLE NO MANUFACTURER FURNISHED BY INSTALLED ST LLED BY N01 2 SERIES 175 TUMBLER LOCK 175 03185351 MASTER LOCK 7-ELEVEN / SOURCE NA GC MAY ADVERTISING SCHEDULE I ITEM NO, ` QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY P01 8 DISPENSER PUMP TOPPER CT -XL 03158215 MAY ADVERTISING 7-ELEVEN / SOURCE NA GC PIPE RISER SCHEDULE ITEM NO: QTY:- . DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY Q01 2 T THIN WALL PIPE RISER 484RISER 03185353 GENERAL PIPE MANUR I 7-ELEVEN / SOURCE NA GC POWER INTEGRITY SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY R01 2 E-STOP SWITCH RED INCLUDES RED COVER WITH TWIST IA-ESOCA(r/RD 03158209 POWER INTEGRITY 7-ELEVEN / SOURCE NA GC R02 1 DISPENSER DATA/ LOW VOLTAGE DISCONNECT DDS-8DM4GE 03124654 P WER:INTEGRITY 7-ELEVEN / SOURCE NA GC S. BRAVO SYSTEM SCHEDULE ITEM NO. QTY. ,' DESCRIPTION' PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY SOt 6 3/4" ROB ROY FITTING F-17-RR-7.11 03116710 S. BRAVO SYSTEM INC. 7-ELEVEN / SOURCE NA GC S03 1 VAPOR VENT RACK RS500JP-3S - 03158039 S. BRAVOSYSTEM INC. 7-ELEVEN /SOURCE NA GC S05 1 FIBERGLASS VAPOR VENT REMOTE SUMP B50OJPF-3SB 03158049 'S. VO SYSTEM INC. 7-ELEVEN !SOURCE NA GC SMITH FIBERCAST VAPOR / VENT PIPING SCHEDULE ITEM NO. LGTH` ` DESCRIPTIONUR PART NO. ORACLE NO. MANUFACTURER FURNISHED SHED BY INSTALLED BY T01 25,4 " SECONDARY PIPING (USE 25 FT LENGTHS) 011040-069-2 06006331 NOV REDTHREAD IIA ( ) 7-ELEVEN /SOURCE NA GC ' T02 - '` F LENGTHS) 3" PRIMARY PIPING (USE 25 T LEN ) 011030-069-2 06 06329 0 NOV REDTHREAD IIA ( ) 7-ELEVEN / E N _ SOURCE NA GC T03 225 " FT LENGTHS) 2 PRIMARY PIPING (USE 25 N ) 011020-069-2 06006328 NOV REDTHREAD ][A ( ) 7-ELEVEN i L VEN SOURCE NA GC, SMITH FIBERCAST SCHEDULE ITEM NO. QTY. DESCRIPTION PART AR NO. E ORACLE NO F MANUFACTURER FURNISHED BY R INSTALLED BY° LL, T08 2 2 PRIMARY SLEEVE COUPLING ; I " 20 0-101-8 01 2 06006255 NOV REDTHREAD IIA ( ) 7-ELEVEN E EVEN /SOURCE NA GC T13 3 2" PRIMARY 90 ELBOW 012020-360-4 06006261 NOV REDTHREADI[A ( ) 7-ELEVENSOURCE E NA GC T16 I 6 " M' 2 BELL X ;, 012020-191-4 06006256 NOV REDTHREAD IIA ( ) 7-ELEVEN / SOURCE NA E C GG T24 - 2" PRIMARY TEE " 012020.410-4 06006262 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GG T28 6 2" 45 PRIMARY ELBOW 012020-310-4 - 06006260 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC` 729 36' DS-8069 9.03 ADHESIVE KIT. 022990-033-9 06006288 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T$1 4 4" BELL X MALE 012040-191-4 06006278 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC T32 1 3 2" BONDED FITTING (SINGLE WALL) 012020-622-0 03158380 NOV (REDTHREAD IIA) 7-ELEVEN / SOURCE NA GC FIRE EXTINGUISHER ITEM NO. QTY: DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY U01 ' 2 PORTABLE FIRE EXTINGUISHER 3020 03158046 6 POTTER ROEMER 7- ELEVEN /SOURCE NA GC` UO2 2 -- FIRE' EXTINGUISHER CABINET 105-20-RRC-H 1 03185372 ICATO 7-ELEVEN / SOURCE NA GC TYPAR FILTER FABRIC SCHEDULE ITEM NO: QTY. - DESCRIPTION PART NO, ORACLE NO.: MANUFACTURER FURNISHED BY INSTALLED BY Vol 4 FILTER FABRIC 12- 1/2" X 300' 1 TYPAR-3401 1 06006313 ITYPAR 7-ELEVEN / SOURCE NA GC U BOLT SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY W01 18 U-BOLT ENCORE M007036002 03185374 MISCELLANEOUS PARTS I 7-ELEVEN / SOURCE NA GC UNITED SIGN SCHEDULE ITEM NO. QTY. I DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY X01 2 EMERGENCY SHUT OFF SWITCH SIGN U-;MS-76 06005037 UNITED SIGN 7-ELEVEN /SOURCE NA GG VAPORLESS MANUFACTURING SCHEDULE ' ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY Y01 3 MECHANICALLINE LEAK DETECTOR 99LD-2000-S 1 06006314 APORLESS MANUFACTURIN 7-ELEVEN / SOURCE'NA GC= U LiJ o� ¢o VEEDER ROOT SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY Z02 2 8 INPUT TANK SENSOR MODULE 329358-001 06005048 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z05 11 LIQUID SUMP SENSOR 794380-208 ` 06005066 VEEDER ROOT 7-ELEVEN / SOURCE NA GG Z06' 5' 4" ANNULAR / PROBE CAP 330020-282" 06005053 VEEDER ROOT 7-ELEVEN / SOURCE NA` GC Z07 1 41NPUT TANK PROBE MODULE 329356-002 06005046 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z10 1 ETHERNET TCP/IP COMMUNICATION MODULE 330020-425 03158077 VEEDER ROOT- 7-ELEVEN / SOURCE NA GC Z13 1 TLS 35OR W/PRINTER BUSINESS 848290-122 06005075 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z14 2 10 FT. INTERSTITIAL TANK SENSOR 794390-409 03158249 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z16` 1' 4" FLOAT KIT FOR DIESEL 846400-001' 03158176 VEEDER ROOT 1- 7-ELEVEN / SOURCE NA O G C Z23- 1 RS232 INTERFACE DUAL PORT MODULE MAINTENENCE TRACKER ( ) 3305 - 17 ' 88 0 03304921 VEEDER ROOT 7-ELEVEN /SOURCE NA GC Z35 I FOUR -RELAY OUTPUT INTERFACE MODULE 329359-001 ;; 03158008 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z41 1 DISPENSER INTERFACE MODULE G-SITE 330280-401 03158201- VEEDER ROOT - 7-ELEVEN / SOURCE NA GC Z42 1 G-SITE INSTALL KIT 331063-100 ' 03158202 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z55 2 PHASE II FLOAT KIT (GAS) 886100-000 03305136 VEEDER ROOT 7-ELEVEN / SOURCE NA GC Z56 1 NVMEM203 REPORT STORAGE 333760-203 03185346 VEEDER ROOT 7-ELEVEN I SOURCE NA GC Z 8 5 3 10' 6" ATG PROBE RO 846390-110 03165574 VEEDER ROOT : 7-ELEVEN /SOURCE NA GC WAUSAU SCHEDULE ITEM NO. QTY. Q DESCRIPTION PART NO, ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY ` AA5 5 SINGLE WASTE` CONTAINER W/ LID (CANOPY AND AIRA/AC AREA) TF1891 3175253 ` ' WAUSAU 7-ELEVEN / TURNKEY GC XERXES SCHEDULE M ITEM NO Q TY DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY AB30 1 XERXES TANK 1' TP MP 4" X RX S N 0 DIA 20K W/ 1 S SUMP, FILL & V/V FITTINGS ( ) O 645 430-01 03156196 XERXES 7 ELEVEN7 RXE XE S G C AB31 1' XERXES TANK 10 DJA.(12K / 8k SPLIT TANK) wl 2 STP SUMPS, 4", FILL & VN FITT 645 431 01 =0$156197 XERXES 7- ELEVEN /XERXES GC SIGNAGE SCHEDULE ITEM NO. QTY. DESCRIPTION PART NO. ORACLE NO. MANUFACTURER FURNISHED BY INSTALLED BY AJ7 16 4" X 5" EMERGENCY SHUT OFF SIGN (OUTSIDE) NG-2402 XXXXXXX PERFORMANCE INK GC GC AJ2 1 4" X 4" PUMP NUMBERS 1.6 - WHITE NUMBERS/BLACK, BACKGROUND 1-6 NG-28 XXXXXXX PERFORMANCE INK GC GC AJ5 4- 3.5" X 3.25"ULTRA LOW SULFUR HIGHWAY DECAL XXXXXXX XXXXXXX PERFORMANCE INK GC GC AJ6' 16 2,76'°X 4.75" CONTAINS 10% ETHANOL DECAL NG-8OR XXXXXXX PERFORMANCE INK GC GC AJ7 16 2.75" X 2.75" GAS PUMPS ARE VIDEO MONITORED DECAL NG41 XXXXXXX PERFORMANCE INK GC GC AJ8 8- " 20" X 6.5" WARNING - NO SMOKING ' NG193 XXXXXXX ` PERFORMANCE INK GC = GC AJ9 1 4" X 4" PUMP NUMBERS 7-12 - WHITE NUMBERS/BLACK BACKGROUND NG-NG-24SEI XXXXXXX PERFORMANCE INK GC : GC AJ10' 4 4"X24" ALUMINUM FIRE EXTINGUISHER SIGN NG-97SEI XXXXXXX PERFORMANCE INK GC' GC AJ12 16 OUTDOOR LITERATURE HOLDER (2 PER DISP) XXXXXXX : 03304834 HICORP 7-ELEVEN GC AJ13: 1' 4" X'4" PUMP NUMBERS 13-18 NG-25SEI XXXXXXX` PERFORMANCE INK GC GC FDEP EQ # SCHEDULE (INDICATED BY *) LOCATION DESCRIPTION EQ. NO. TANKS XERXES - DOUBLE WALL FIBERGLASS 200 ' PIPING (PRODUCT) OPW - 1.5" DW FLEX PIPE 649 PIPING (VENT) SMITH FIBERCAST - FIBERGLASS PIPING REDTHREAD 11 252 LEAK DETECTION VEEDER ROOT - TLS350 197 LEAK DETECTION VEEDER ROOT - LIQUID AND INTERSTITIAL SENSORS 614 LEAK DETECTION VAPORLESS - LINE LEAK DETECTION 329 SPILL CONTAINMENT _ OPW - SPILL MANHOLE FOR TANK FILL 708 OVERFILL PROTECTION OPW'- 71SO OVERFILL PROTECTION 697, DISPENSER LINER OPW - DISPENSER SUMP LOOP SYSTEM 709 SUMP LINERS XERXES - FIBERGLASS ATTACHED COLLAR 397 SUMP LINERS XERXES - FIBERGLASS ACR-WT TANK SUMP 397 c 0 Q U a) N m 0 I Proto 11-05-18 1 co o >- Q r U) X w C� F- ��LO � rn (D 08 (9 v ® z cle) z ce) W > ItYLL = Z U o2j U) W LIJ Q ZQ� 1- o UJOw z LLI w � a W J � LL) O F- LLI 0-1 Joo ti m LLJ z tL fD U r p W Q U CD o (N Z (o �y 2 Lu w � s p U a 00 p C) Q _ a o w �O Y Q O N z O Q T m m C U y M 0 ocYn �v N TN 0'c +-' O N ana0i0600:E0c3: w i yL mW 9w 1.(-O c a)N O. P4)CL0-y3(D4)3Lm0a @ 0tco c 0c CO3 9"'0o.c.�a� n ao0°>.wycm3aciom �c `;Q.��'�iumcOo Off+ oa? (Dgip EN`' -oa�8 igEE 0aci>.a0i-°00°aciawE A8 0 W 2-=1 � O &F c ow 0 y \\\1111111I I II!/!d dljd N,\\\q yV. HESS�TJf7i,1y, 4 �CENStr 2n ,✓ -� *, • 7285 ""!lo/ 2/21 SHEET: FUELING - USA @" GENERAL NOTES CANOPY COLUMN 2,4- T-0•, 2, 0„ POINT DOWNSPOUT AWAY REF CANOPY MFR's DRAWINGS FROM DISPENSER AND MASONRY COLUMN WRAP 1 GRADES AROUND DISPENSERS AND CANOPY TO EXTEND OUTLET BEYOND REF ARCH DRAWINGS FOR BRICK TYPES SIGNAGE IS UNDER SEPARATE PERMIT. 8 BE SHOT TO PREVENT PONDINGAROUND THE LINE OF MASONRY VERIFY QUANTITY AND LOCATION OF 9 DISPENSERS: CONTRACTOR TO REMOVE AND 3" PVC CANOPY DOWNSPOUT SIGNAGE ALLOWED - °' RdBd ®W 8 REPAIR PAVEMENT IF PONDING OCCURS. SHEET METAL DEFLECTOR BY INSIDE CANOPY COLUMN 2 NO CONDUITS OR DOWNSPOUTS ON EXTERIOR OF p CONTRACTOR, PAINT TO REF CANOPY MFR's DRAWINGS Y �,J .y CANOPY COLUMNS: c MATCH BRICK 8" CONC CANOPY SLAB " 1 0 TYP 5 ` 7 -%. r ?�• 3 REFER TO GRADING PLAN FOR FINAL ELEVATIONS. °� 11 1 STREET S `] J1 I '} i STORE ®;KEY NOTES 2 o a SIDE 4. SIDE 2 { — a• - I— �jJ IlI= of O o k t,..f 01 (8 LOC) �3 k - L ,r,i:.l u 0 WRAPPED CANOPY COLUMN -REFERENCE N RM ARCHITECTURAL DRAWI GS FOR MATERIAL cu i�l_Ili F I �_ -^-y� ,, • y �=AIL _ (DO 3 SPECIFICATIONS. I �k .� .. r I O 01 5 (4 LOC) O 0 INTERCOM CALL BOX. MECHANICALLY FASTENED Of w ® D (8 LOC) 9 ® a... . , ® 01 TYP TO COLUMN. MOUNT AT 46" MAX. ABOVE SLAB TO BUTTON. Proto 11-05-18 4 oe°o o E� 12 12 �3 WASH BUCKET - ADA MOUNTING HEIGHT TO BE 48" CONCRETE CANOPY COLUMN FOOTING ® ` 01 02 a ® FROM GRADE TO PAPER TOWEL OPENING. FIRE EXTINGUISHER -ADAMOUNTING HEIGHT TO y:.(2 LOC) : ' ', BE MAX.48" FROM GRADE TO FIRE EXTINGUISHER (SEE PLAN) M CANOPY DRAIN DETAIL C A N O P Y END ELEVATION Q5 DOWNSPOUT FROM CANOPY (INSIDE THE COLUMN) TO TIE INTO STORM DRAIN WHEN AVAILABLE AND o r } Q TO DRAIN OUT OF COLUMN PARALLEL TO AND (10 1 X2" - 1'-0" 1 �4" = 1 `-O" AWAY FROM DISPENSER IN ALL OTHER CASES X O I- © OVERFLOW PROTECTION AS REQUIRED. SEE W ` , F- V _ r � � o 119'-0" CANOPY DRAWINGS AND SPECIFICATIONS. O SIGNAGE IS UNDER SEPARATE PERMIT. : 0, 7Q GASOLINE CANOPY, SEE MANUFACTURER'S Z � � Z cc Y Y VERIFY QUANTITY AND LOCATION OF 8 DRAWINGS AND SPECIFICATIONS FOR DETAILS OF CONSTRUCTION. - (Y z v � LL °� i- C� SIGNAGE ALLOWED � ; 8 LLI oo 11 W Q Z Q ® I- 1 J1 2} ® CANOPY FASCIA. LL W U) 9 pp x 8' TYP € (. J1 * i ' 9❑ ILLUMINATED LOGO SIGNS UNDER SEPARATE W UJ d Q (� Z � m z g 7 ,: ' '; ''< PERMIT. VERIFY QUANTITY AND LOCATION OF J } W H C9 Z nr SIGNS ALLOWED. W � J p z r a 4 4 10 FUELING POSITION NUMBER. (` co W Z LL -� U cn 0 =Q U 4 "AFp 12 H01 TYP 12 48"AFF 11 REF 1-G5.O FOR DISPENSER TYPE Y O Q O W D p U01 UO U01 UO2 12 FIRE EXTINGUISHER CABINET MOUNTED ONSIDE S U LL 2 LOC 2 LOC OF COLUMN REF PLAN FOR LOCATION N Z (SEE PLAN) (SEE PLAN) 13 REF G7.0 FOR EQUIPMENT TAG � DESCRIPTION < > CANOPY SIDE ELEVATION C 1,8,, = 1, 0mg STREET SIDE 2-G8.0 go 119''-0'" O-T-O CANOPY FASCIA „ 10-0 _.:" 33 A COLUMN SPACING 33'-0" COLUMN $PACING 33' 0" COLUMN SPACING ' 10'-0" 3,-8„ 11 8,-4„ 7'-0" 18'-8,; T-4, 7•-4" 18,4" 7,�1i, 7,-W' 18'-8" 7,,0" 6' 4" 3' 8„ 9 z w zz z � p O o 0 z L -1 LJ `� L J L-J L J L-J � $ L -1 10 L-J I- -1 LJ 11 12 I- 1 LJ (- -I LJ 15 16 F- 7 LJ 0 C3 U G9 d DISP 2 DISP 4 DISP 6 (24 LOC) 0 LIGHTING DISP 8 r a o N 1 00 O ® LLI O N Q 0 S J 1 5 TYP 1 f- O Y ~ 02 Q Z O 5 (4 LOC) C01 (8 LOC) Q T m LL Z c¢i r 1 LJ O r r I L-1 r LJ LJ LJ LJ LJ I LJ y 0 U O , M' FL O a C N a N N a Nu� C N N ri= W W yW Nc c.'Cfa6C p O 03 Lalp BO2 a7 N a+ toc a) w arvas2._ wromm :1 a ��- N .cs �.c _mac o ns�_�c m �a 3 oo6:s0a)�u lu a i M 01 TYP (8 LOC) O1 o-'o n0'>u, c m 10 ci o_'p . C (D (D W C N m_ O'er 03 O Ec-o¢o�coc-'a�U aaQ�Na� E daww�Q ga�>a�0 - v O O O © O 10 13 14 8 r -1 I- -I f J L� L -1 L -1 L J F- s s`�,�y�IL LJ o LJ LJ LJ LJ LJ LJ LJ DISP 1 DISP 3 DISP 5 DISP 7 72850 O 7n O O N�S/ONAL SHEET: U E � I N G CANOPY L A N STORE SIDE CODE COMPLIANCL0-E ST. LUCIE COUNTY 1.. SIGNAGE IS PROVIDED BY 7-ELEVEN OR GC. SIGNAGE TO BE INSTALLED BY CONTRACTOR PER 7-ELEVEN GUIDELINES. c O 'a U N FUEL DISPENSER NUMBERS I Proto 11-05-18 1 ce) Co o r L Q r cn r LU ":t_� U cn cn Z J z �zM Q �x Z —Y��� w W UZ Q WQ pl >xQ Won- W 1 w WZo cn tim Q do o Z CV C7 z w w z �' z w m E �8 . ? Z rw•. m c LLJ C D a 0 V 1 V v AJ6 REF 9-G8.1 < • NO SMOKING! • Stop Engine. Turn off all electronic equipment including cellular telephones. REP s-Gar J2 • Do not leave nozzle unattended during refueling • Do not re-enter your vehicle while gasoline is pumping. WARNING .� • Discharge your static electricity before fueling by touching a SIGN - BY GC o REF 7-G8.1 _ metal surface away. from the nozzle. €� If a: fire starts, do notremove nozzle - back away immediately N REF 4-G8.1 5®® Static Sparks Can Cause A Fire, o - especially when filling portable containers. 0 � 0000Q ' • Containers must be metal or other material approved for storing gasoline. • PLACE CONTAINER ON GROUND! DO NOT FILL ANY cj PORTABLE CONTAINER IN OR ON A VEHICLE. • Keep nozzle spout in contact with the container during the entire filling operation. NG-2402 AJ6 REF 9-G8.1 AJ1 TYPICAL EACH DISPENSER - BOTH SIDES AJ1 PICAL EACH O U ) REF 2-138.1 DISPENSER - -1) CIO 0 p U BOTH SIDES REF 2-G8.1 0 0 -o c m v .-. w N I a REF 3 G8.1 AJ2 N N w d a WARNING amti�aa�oc'3N ® 10-01L20 x9W=W � J7 REF 6 G8.1 a -SIGN - BY GC L t o a OO CNN�'L ..N — 7 F - RE G8.1 0 6 c m 1. ° � • , _ '. : REF7-G8.1ax�a�° axmo,`m�aa a m 3 .c c o ... a) MW a11. d ° p' d ° : gg gg o. 0j,0 Nyt C.. c0 N 00£. a o I'D d ro CO CO c'n cl0i 1 c ;.. AJ6 REF 5-G8.1 c c L a °� - c c- c- nl I- I al ii ii AJ6 REF ,'lJ7lt`'.nuuIAL_-IiI11 ___�rIi. _Aexn1il�4 A .}iIIFIi1I; i1IIt11I�, A o REF5-G8.1 E�U,o 2 .>4c �ovO`c- =EcQ'�w �m wze�am0-ouE � dC.wNE �1-1Q �OOO po U uino PMi N jEix I t 1 - a I lI 87 .89 91 \\\\\� �'.� W i i i i ill * Ls1 L�J J1 II d a d ° 4. <°...1 4 1'. E * 728E S ONI STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY. ENTIRE WIRING RUN MUST BE IN RIGID PVC' COATED GALVANIZED STEEL CONDUIT: USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT', "PLASTI-BOND" OR "KORKAP" ELECTRICAL CONDUITS. NO PVC OR RNC CONDUIT ALLOWED. USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT", "PLASTI-BOND" OR "KORKAP" ELECTRICAL CONDUITS AT FIBERGLASS TANK SUMPS OR WHERE BRAVO F-17-RR OR F-10-RR'ENTRY FITTINGS ARE CALLED OUT FOR FIRST 1 O' OF RUN: TRANSITION TO RIGID NONMETALLIC CONDUIT (RNC) WHERE ALLOWED BY JURISDICTION. RUN PVC COATED GALVANIZED STEEL FOR WIRING RUNS EXPOSED TO THE WEATHER; FOR ENCLOSING MAIN GROUNDING CONDUCTOR: WHERE REQUIRED FOR MECHANICAL PROTECTION OR WHERE SPECIFICALLY INDICATED. VVITH THE EXCEPTION OF THE FIRST AND THE LAST 10' OF THE UNDERGROUND RUN AND ONLY WHERE AHJ ALLOWS, RIGID NONMETALLIC CONDUIT (RNC) IS ALLOWED FOR UNDERGROUND RUNS IF CONDUIT IS BURIED AT A MINIMUM OF 2'. F 100A'MAIN LUG ONLY SERVES: TENANT SPACE NEW PANELBQARD iPH-3WIRE 208RATED 35K AIC RATED LOCATION: STOCKROOM GROUNDBAR MOUNTING: SURFACE CK LOAD SERVED WIRE BRKR PL PHASE C PHASE A PL BRKR WIRE LOAD SERVED CK 1 DISPENSER #1 12 20 1 1.08 1 1.08- 1 '20 12 DISPENSER #2 2 3 SWITCHED NEUTRAL - -- 0.00 0.00 - -- -- SWITCHED NEUTRAL 4 5 DISPENSER #3 12 20 1 1.08 1.08 1 20 12 DISPENSER #4 6 7 SWITCHED NEUTRAL -- -- - 0.00 0.00 - - -- SWITCHED NEUTRAL 8 9 DISPENSER #5 12 20 1 1.08 1 1.08 1 20 - 12 DISPENSER #6 10 11 SWITCHED NEUTRAL -- -- - 0.00 0.00 - -- - SWITCHED NEUTRAL 12 13 DISPENSER #7 12 20 1 1.08 1,08 1 20 12 DISPENSER #8 14 15 SWITCHED NEUTRAL - - - 0.00 0.00 ` - -- -- SWITCHED NEUTRAL 16 17 RUL STP 12 20 2 1.21 1,21 2 20 12 PUL STP 18 19 ----- -- -- - 1.21 1.21 - -- __ ----- 20 21 D-BOX CONTROLLER 12 20 1 0.11 1 1.09 2 20 12 DSL STP 22 23 SPACE -- __ 0.00 1.09 - -- -- - --'- 24 25 SPACE 0.00 0.0E SPACE; 26' 27 LOW VOLTAGE DISC 12 20 1 . 0.36 0.00 SPACE 28 29 SPACE 0.0E 0:00 SPACE 30 TOTAL TOTAL LOAD, PER NEC ARTICLE 220 FEEDER LOAD 12.26 3.87 KVA AMPS AMPS 102.17 32.25 16.13 1 KVA- KVA 77 55 16.13 FOR PANEL INFORMATION � 3 #12, 3/4"C REF STORE ELECTRICAL DRAWINGS ONE -LINE DIAGRAM IS FOR REFERENCE PANEL ONLY. FUEL CONTRACTOR TO VERIFY' FEEDER F LOADS TO BE PLACED ON PANELS. PANEL 3 POLE, 100 AMP SHUNT EMERGENCY GASOLINE SHUT-OFF NOTE: TRIP ENCLOSED BREAKER SWITCH (2 REQUIRED) REF 2-G10.0: (1) GENERAL CONTRACTOR TO INSTALL PANELS CIRCUIT BREAKERS AND CONDUIT. (2) FUEL CONTRACTOR SHALL INSTALL WIRING (FROM CIRCUIT BREAKERS TO EQUIPMENT), RELAYS, ETC. MAKE ALL CONNECTIONS AND COMPLETE SEAL OFF. PARTIAL ELECTRICAL ONE -LINE DIAGRAM STREET SIDE WP J-BOXES WITH WIRE COILED FOR FUTURE USE (4 LOC) 119'-0" O-T-O CANOPY J (4 of 4) WP GIN DISP 2 DISP 4 DISP 6 LIGHTS a O UCANOPY SIGN F O POWER 113 CANOPY LIGHTING PO 0 114 113 CANOPY LIGHTING POWE ;m LIGHTS SIGN DISP 1 DISP 3 DI P 5 \0.P O O J (3 of 4) OB STORE SIDE FUELING CANOPY LED RECESSED LIGHTING LIGHTING SUPPLIED BY 7-ELEVEN, INC AND INSTALLED BY FUEL CONTRACTOR. CIRCUITS REQUIRED FOR THE FUELING AREA / CANOPY LIGHTING AND MISCELLANEOUS EQUIPMENT ARE: CANOPY LIGHTS 768 VA 20 A BREAKER CANOPY LIGHTS 768 VA 20 A BREAKER CANOPY SIGNS 300 VA 20A BREAKER AIR -VAC MACHINE 1560 VA 20 ABREAKER CONT/EMERG SHUTOFF 40 VA 20 A BREAKER REF STORE MEP PANEL SCHEDULES FOR LOCATION :i CANOPY CONDUIT SCHEMATIC N F) \� i , /811=11-01. U w AIR -VAC MACHINE F 77.55 AMPS COORDINATE PANEL F AND FUELING AREA CIRCUIT LOAD' INFORMATION WITH STORE MEP'S. STORE CONTRACTOR TO SUPPLY AND INSTALL NEW PANELS AND VERIFY ELECTRIC PANEL CAN MEET LOAD REQUIREMENTS. CONDUIT SCHEDULE NAME DESCRIPTION ` CONDUIT SIZE QTY WIRE SIZE / MFR # WIRE QTY 101 DISPENSER POWER -NON DIESEL 3/4" 6 #12 THWN-2 1#12 HOT, 1#12 NEUT, 1#12 GR 102 DISPENSER SUMP SENSOR 3/4" 8 BELDEN #88760 1 103 DISPENSER DATA* 3/4•' 8 2-WIRE TWISTED PAIR CAT6 (FOR FUTURE EMV) 2 PAIR 1 104 2HP STP POWER 3/4" 2 #12 THWN-2 2#12 HOTS, 1#12 GR 105 RUL TANK ATG/SUMP; INTERSTITIAL, FILL SENSORS 3/4" 1 BELDEN #88760 4 #88760 106 PUL/DSL TANK ATG/SUMP; INTERSTITIAL, FILL SENSORS 3/4" 1 BELDEN #88760 7 #88760 107 FILL BUCKET SENSORS 3/4"' 3 BELDEN #88760 1 108 STP SUMP SENSOR/ATG PROBE ' 3/4" 3 BELDEN #88760 2 109 INTERCOM 1" 2 BELDEN 8762 2 PAIR PER CALL BOX 110 DISPENSER POWER - DIESEL 3/4" 2 #12 THWN-2 1#12 HOT, 1#12 NEUT, 1#12 GR 111 1.5HP STP POWER 3/4" 1 #12 THWN-2 2#12 HOTS, 1#12 GR 112 AIR VAC MACHINE 3/4" 1_ #12 THWN-2 1#12 HOT, 1#12 NEUT, 1#12 GR 113 CANOPY LIGHTING POWER 3/4" 2 SEE BLDG ELECTRICAL SEE BLDG ELECTRICAL 114 - CANOPY SIGN POWER 3/4" 1 SEE BLDG ELECTRICAL SEE BLDG ELECTRICAL * REFERENCE GILBARCO FIELD WIRING DIAGRAM FE-364D FOR COMPLETE SPECIFICATIONS * CONTRACTOR TO UPSIZE CONDUCTORS FOR VOLTAGE DROPS AS REQUIRED FUEL GC TO PROVIDE SINGLE PHASE POWER TO THE MAG-VFC. THREE PHASE POWER TO RUN FROM MAG-VFC TO 2 HP VARIABLE SPEED STP-S. STREET SIDE FOR STP POWER CONDUITS, USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT", "PLASTI-BOND" OR "KORKAP WHERE BRAVO FITTINGS ARE USED AND NO PVC CONDUIT IS PERMITTED. ROUTE CONDUITS IN SEPERATE RACEWAY. NOTE: PVC CONDUIT (WHERE ALLOWED BY AHJ), MAY BE USED. SEE SPECIFICATION SHEET G16.0, SECTION 2.3.1 FOR LOCATIONS WHERE PVC CONDUIT MAY BE USED. c 0 a U N N rfig m ry Proto 11-05-18 M r- LLJ � Z _I X LU "' (D d2r W ZW U Z � 0') coZM ® U z (� _ 'M- Y LL 06 Q J W W Z"U Q O LLI ®w _j a 0- W >C a U ❑ cr � Z Q LU I Imo- LU m J O w Z O W Q C) I` p J LLI 0 S C) F-- Q o Z M (1 of 4) J w; 0 ter, WAIP PRODUCT VENT REF 2-G4.1 F SIG PRODUCT FILL REF 1-G4.1 r Q DISP 8 42" CONTAINMENT MANWAY WITH SUBMERGED PUMP AND TANK PROBE TM REF 1-G4.0 105 .' 108 ANNULAR SPACE RESERVOIR �] REF 4-G3.0 RUL TANK o 0 0 � A 07 PRODUCT FILL REF 1-G4.1 PRODUCT VENT REF 3-G4.1 42" CONTAINMENT MANWAY WITH SUBMERGED PUMP z 42"CONTAINMENT MANWAY 104 F 17 AND TANK PROBE w WITH SUBMERGED PUMP 111 - F-22 104 F-18 REF 1-G4.0 z m PRODUCT FILL REF 1-G4.1 Boom e AND TANK PROBE w E REF 2-G4.0 107 a 0 908 PRODUCT VENT REF 2-G4.1 ANNULAR SPACE RESERVOIR ° o o DSL TANK o o REF 4-G3.0 ® DISP 7 SIG 107 PUL TANK � J xo 108 �a o WP 106 h (2 of 4) J o F - 102 'y SENSOR - 102 y SENSOR 102 y SENSOR _ 102 y SE SOR 00 ❑ O _ SIDEA SIDEA SIDEA SIDEA I- C) Y CD W N 110 F-2 101 F-6 101 F-10 110 F-14 Q N Dlo 103 DATA Dloq 103 DATA DI 103 DATA DIo 103 DATA Q Z (V� 109 - I I I-1 �C >+ co M EACH INTERCOM C Y SPEAKER/CALL SWITCH HAS TWO PAIRED CIRCUITS O M tII C ROUTE OVERHEAD TO ROUTED TO CONSOLE - TYP -� U) 0 ❑ U REMAINING COLUMNS 2Q`Qn ti @yc @cwycy=0 �`0 �-O py >.N O c N O N 109 DISP SENS DISP _ DISP S DISP 7 d a N 3 L � 0 - - SENSOR - - SENSOR •rSE OR @ @ L c O:E w o o @ 102 y 102 y 102 y - - 142 OCLO _ ; m 9 . o m C7 SIDEA SIDEA SIDEA a SIDEA N o O �,2 - c io ; o m 101 F 101 -F-5 101 F-9 101 F-13 c��mca�i w@J c° 103 D A 103 DATA 103 DATA 103 DATA E ° t o ¢ ^� o v - - E @ .O {p O pA� 20`On gEoW20.r. ��� G 00 STORE SIDE STORE CONTRACTOR. INSTALL CONDUIT FROM THE ELECTRICAL \���QQ \C�b.°•, 2� �i ROOM GUTTERS TO 10'-0 PAST THE FRONT /� F °'• SIDEWALK. SEE SPECIFICATION SHEET G16.0, 722 SECTION VII 2 3 I - �✓ NOTE: ROUTE ALL CONDUITS UNDERGROUND TO C-STORE ELEC ROOM. DATA/COM CABLE EXCESS TO BE COILED IN ELEC RM FOR ROUTING ABOVE CEILING IN C-STORE TO FINAL TERMINATION POINT. ..1 FOR CONDU T TYPES... EXTENTS OF N.E.C. CLASSIFIED FUELING CONTRACTOR: AREA TYPICAL ALL DISPENSERS EXTEND CONDUITS FROM 10'-0" PAST THE FRONT SIDEWALK TO FINAL TERMINATION POINT. SEE SPECIFICATION SHEET G16.0, SECTION VII, 2,3:1 FOR CONDUIT TYPES, IEWED FOR SHEET: UN D E R G R O U N D CONDUIT SCHEMATIC CODE COMPLIANCE N 1 „_,'-o ST. LUCIE COUNTY R BOA` FUELING - USA N.E.C. HAZARDOUS AREA NOTES O TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION Ap 3y (UNDERGROUND TANK - FILL OPENING) .. (DISPENSING DEVICE - PITS) EXTENT OF CLASS 1, GROUP D DIVISION LOCATION. EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: 9 E CLASS 1, DIV. 1 tY �,9 - ANY PIT, BOX, OR SPACE. BELOW GRADE LEVEL, ANY PART OF WHICH IS ' ANY PIT,. BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS (TYP.) (TYP.) WITHIN THE DIVISION 1 0R 2 CLASSIFIED LOCATION. c CLASS 1, DIV. 2 P g Y r z_ WITHIN THE DIVISION 1'OR 2 CLASSIFICATION LOCATION. 0 ',-, n 4G . '- CLASS 1, DIV. 2 EXTENT OF CLASS 1 GROUP TYPICAL N.E.C.ARTICLE 514 CLASS 1 LOCATION DIVISION 2 LOCATION' � i� UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS : (DISPENSING DEVICE - DISPENSER). 0 20 RADIAL (TYP.) OF 10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A p0 EXTENT OF CLASS HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION 1, GROUP D, DIVISION 1 LOCATION: ' SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED tO - TYPICAL N.E.C.ARTICLE 514 CLASS 1 LOCATION IN ODUC L 87, "POWER.OPERATED DISPENSING DEVICES FOR PETROLEUM O (UNDERGROUND TANK - VENT DISCHARGING UPWARD) .PRODUCTS." D CLASS 1, DIV. 1. TYPICAL SUMPS UNDER EXTENT OF CLASS 1 GROUP D, DIVISION 1 LOCATION: O TYPICAL N.E.0 ARTICLE 514 CLASS 1 LOCATION WITHIN 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. .(DISPENSING DEVICE -DISPENSER). �p DISPENSERS (TYPO; � if EXTENT OF CLASS 1, GROUP D DIVISION 2 LOCATION: - EXTENT OF CLASS 1, GROUP D, DIVISION 2.LOCATION: I. D E E L E V A ION {� I WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO O j ,v SPACE BETWEEN L5 FEET AND 10 FEET OF OPEN END OF VENT,. GRADE FROM 1 THE DISPENSER ENCLOSURE OR 2) THAT PORTION OF � EXTENOWGINALLDIRECTlONS. O ( 1 /8". = 1'-0" THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING d OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION COMPONENTS. SPACE CLASSIFICATION INSIDE THE DISPENSER C (REMOTE PUMP - OUTDOOR) ENCLOSURE IS COVERED IN ANSI/UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS.' P'Ot0 11-05-18 EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: .. ANY PIT, BOX, OR. SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN .TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION O (DISPENSING DEVICE- OUTDOOR) HORIZONTAL DISTANCE OF 10 FEET FROM ANY EDGE OF PUMP, �aL�n�w �® EXTENT OF CLASS 1, GROUP D, DIVISION LOCATION EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTION. UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF •' ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 PEET ANY EDGE OF ENCLOSURE !�HORIZONTALLY FROM ANY EDGE OF PUMP. }{ TYPICAL N.E.C. ARTICLE 514 CLASS 2 LOCATION Q (VAPOR PROCESSING SYSTEM) j 1 T EXTENT OF CLASS 1 GROUP D, DIVISION 2 LOCATION: X d' (D Q {, ,.•q UP TO 18 INCHES OF EQUIPMENT EXTENDING HORIZONTALLY IN ALL W qq:j- _ W d f imll DIRECTIONS OF ANY EDGE OF EQUIPMENT DOWN TO GRADE LEVEL. UP TO H 0) co1' 6" } 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY OF ANY CD co Ur Lo M Q EDGE OF EQUIPMENT.C. z M Y J 6b l k; :ItLL Lu CLASS 1, DIV. 2 F c: IY C46 — (TYP) w c LU z¢LU cn E CLASS 1, DIV. 1 L> � / w d Q �J P') VENT LOCATION WILL VARY WITH uj G CLASS 1, DIV.2 TANK LOCATION. SEE SITE L1J Of Of U 20' RADIAL (TYP.) SPECIFIC DRAWINGS FOR EXACT I W W Z OLD . o a TANK LOCATION AND GO.1 FOR I` w LOCATION OF VENT RISERS (TYP) U LL O Z CD o Z 20'-0° N D CLASS 1, DIV, 1. TYPICAL, M SUMPS UNDER DISPENSERS (TYP.) CLASS 1, DIV. 1 B �j END ELEVATION 1 /4" 1'-011 S VENT OUTLET LEH arr 1 CLASS 1 DIV. 1 C �Oa on (TYP. 3) A CLASS 1, DIV, 2 CLAS5 1, DIV. 2 B (TYP. 3) 10' RADIAL FROM _.. CLASS 1, DIV. 2 C VENT OUTLET 10' RADIAL A CLASS 1; DIV. 1 (TYP. 3) ® (TYP. 3) o R1c• O, LL C CLASS 1, DIV. 1 (TYR 3) z C CLASS 1, DIV. 2 wr i Rio, 110' RADIAL zl w 0.. (fYP. 3) ONAM w ^ 8 , 2-G910., a CLASS 1, DIV. 1. TYPICAL, D SUMP UNDER VENT RISER z LL R `0, �j• z o N.E.C. CLASSIFIED Wla AREA AT REMOTE VENT a CLASS 1, DIV. 2 p (Tl'P.) DISP 2 CLASS 1, DIV. 1 E DIS 4 DISP 6 DISP 8 o O LLJ CV J O ® (TYP.) O O 11 12 15 16 Q ON Y ~ Z O N •• U rcuN C7. - Ui V E M tN"0mm..mNNr.0 RtN ui L? .. r9 �oo�ca�aEs3mN `mmatcow�=-r— dam NL o -a.-�toc w0vp- LJ O O © O 10 13 14 �ag3�•;�Loa��N o0. DISP1 DISP3 DISP5 DISP7 c0d�c�3Nmm�c� N��CLO > ._cm3° oT Q. c N G0�0 O>. O C?.N c d acT�7 ap . wdo.�ovo@E o N ANB C N ... N y.=. S E O.W ..O. O.0O•,—NL ryp ?0, TX, W _ Q: ENS r r iO <OR \O. , . u.; ice'; ...•1 �� �/�l//111a1111 \1 b2/28/2 w REVIEWED FOR EET: CODE COMPLIANCE I m= N.E.C..,LASS`IFIED AREA @ GROUND LEVEL ST.LIJCIEc®uN-rY o _ . BOCC FUELING -USA I RIGID CONDUIT o°o°o°o°o°o°o°o°o°o o000000000000000000 pp MagVFC o°o°00000000°o°o°a° °oo°°000000°000000o SEALING COMPOUND USE COMPOUND EYSCONDUIT MADE BY MANUFACTURER OF SEAL SEAL FITTING (XP) L. FITTING PUSH CONDUCTORS AWAY FROM THE FILLING- -104 OPENING & FORCE THEM APART SO THEY DO a NOT LIE IN CONTACT WITH EACH OTHER ALONG PACKED FIBER THEIR LENGTH PUSH SHREDS OF PACKING DAM AWAY FROM THE CONDUCTOR TO PREVENT °0°0°0 GAS LEAKAGE PATHS 0°0°0° o°o°o° o° ° a °o°o° NOTE: 000000 000000 000000 °o°o°o PROVIDE EXPLOSION PROOF SEALS. IN ACCORDANCE WITH ARTICLE 501, CLASS 1, DIVISION 2 OF THE LATEST NATIONAL ELECTRICAL CODE TYPICAL FOR ALL UNDERGROUND CONDUIT STUB -UPS INTO EQUIPMENT' 0 0 SEAL OFF ALL CONDUIT ENTERING OR LEAVING CAVITIES OR ENCLOSURES OF DISPENSERS AND ASSOCIATED EQUIPMENT. IN ADDITION, ALL CONDUITS COMING FRONT VIEW SIDE VIEW FROM THE BUILDING THROUGH A HAZARDOUS LOCATION ALSO REQUIRE SEAL -OFFS AT BOTH ENDS: FE PETRO MAGVFC - VARIABLE FREQUENCY CONTROLLER. SEE MANUAL FOR WIRING INSTRUCTIONS, STORE CONTRACTOR: INSTALL CONDUIT FROM THE ELECTRICAL ROOM GUTTERS TO 10'-0" PAST THE FRONT SIDEWALK. SEE SPECIFICATION SHEET G16.0, SECTION'VII, 2.3.1 FOR CONDUIT TYPES. FUELING CONTRACTOR: EXTEND CONDUITS FROM 10'-0" PAST THE FRONT SIDEWALK TO FINAL TERMINATION POINT. SEE SPECIFICATION SHEET G16.0, SECTION VII, 2.3.1 FOR CONDUIT TYPES.' REF STORE E1.1 SHEET FOR PANEL INFORMATION EMT CONDUIT j 0 1 U) w O F I I 1OOA/3P ENCLOSED SHUNT TRIP CIRCUIT BREAKER STORE PANEL WIRE WAY I NEW PANEL F SIZE AND QUANTITY OF CONDUITS ARE FOR REFERENCE ONLY. ELECTRICAL ROOM (ACTUAL LAYOUT MAY VARY TO MEET SITE CONDITIONS) MAG MAG VFC VFC / 01 STP 01 i CBS w w >~ 2 O 00 w H O WIRE WAY STP IR STP IIII II II WIRE WAY STP IR 42 WIRE WA` EMERGENCY SWITCH PARTS AND SIGN SUPPLIED BY 7-ELEVEN, INC. AND INSTALLED BY GAS CONTRACTOR SIGN @0 (WHITE Wr RED EMERGENCY LETTERING) im SHUT OFF SWITCH COVER (SAFETY TECHNOLOGY INTERNATIONAL, INC. LARGE MUSHROOM HEAD EMERGENCY STOP BUTTON (CONTACT ACTUATOR) 9LwT E EMS CP-1 CEILING I I TO SALES COUNTER IL WIRE WAY I Z �— — — — — — — — — — — — — — — — — — — — FLOOR z co of r yw a ° w w V/ COVER c 0 a U N Proto 11-05-18 M CD } � � = J Q �T U W U F- 0-) C/) I— Z z w � Z M J IY IJi W U) Z -06 W ® - Z<� _ 4 > o WoW O LU W X >W_a LU O J 0 Wow Q LUW z LL o f` IL O LU U Q U = U � o Z (V co will U z tt w w Z imm7 N E tnz g w a w 0 0' o 0 s O F OLU = O LU O IJ— Q U fV Z C U) a � m cu m 'a � O U O o 'g 0' -2 v E 3€d �aaLOOXENc mug', ��wN.Lo E'�o0w3�tNa�>0� 0 0-3m>• ~m6,0,M m2' Tco'ooy>°oc7 aci�y�4�3c�mc�U ='O L) cO 0�pm rwaDCA-Nam8 0 co0L aa,)'CL L woENYF op a P—I- G� \�pUpul l l llrti%�ii a zo w w z (n � (� z z �J\Qsy GINS. T % Q ¢ o U (D w (L d (n W U) V • r d f• ' m o z w 72850 _. POWER DATA EQUIPMENT DETAILS � 1 NTS �i�0 � R�•Q� • 62/28/20 REVILE WED SHEET: .ODE COIOAPLI�a����: ST. LUCIE COUNTY !l^ FUELING USA m i GENERAL NOTES GND L2 N L1 DISPENSER #1 BREAKER WIRE TROUGH 1 INSTALL POWER BREAKERS TO EACH CIRCUIT O O L1 DISPENSER 1 LEADING TO THE DISPENSING UNIT AND STP. NEUTRAL R 1 THEY MUST BE CAPABLE OF SIMULTANEOUSLY 0 DISCONNECTING HOT AND NEUTRAL GROUNDP N R CONDUCTORS. c _�► O O DISPENSER 1 STP-1 DISPENSER 1 # 2 INSTALL CONDUIT PER NEC FOR HAZARDOUS STP-(DISPENSER 1 LOCATIONS. Q C RUE STP 1 # BREAKER GILBARCO STP ISOLATION BOX- # 1 PA0287 0 0 L1 TB1-1 N TB2-1 T131-2 - P 1 3 WIRES -ALL WIRES ARE 14AWG (STANDARD) UNLESS OTHERWISE NOTED. PUMP / DISP. GROUND - WIRE IS 12 AWG (STANDARD). NEUTRAL (DISPENSER 1 -1' (DISPENSER NEUTRA ISP N R 2 0 0 ❑5 SIP ❑ EMC PO P1 ❑ L2 T82-2 TB1-3 M1 TB2-3 M2 TB1-4 TB2-4 TB1-5 PO TB2-5 P1 TB1-6 TB2-6 GND TB1-7NEUTRAL T132-7 TB1-8 j _- TB2-8 POWER LOADING AND DISTANCE RUN MAY REQUIRE LARGER WIRE SIZE. - KEY NOTES 1� INSTALL A SINGLE EMERGENCY POWER CUTOFF CONTROL TO REMOVE AC POWER FROM SITE DISPENSING EQUIPMENT. STP-1 DISP ER 2 THE CONTROL IS AN ADDITION SAFETY FEATURE STP-2 DISPENSER 2 AND NOT A SUBSTITUTE FOR NEC/NFPA30 STP-3 (DISPENSER 2 CIRCUIT BREAKER REQUIREMENTS). DISPENSER #2 L1 DISPENSER 2 LABEL THE NE RA P DIESEL CLEAR OF OBSTACLES. OWNER TO KEEP AREA ❑2 GROUND (DISPEN CONNECT INSULATED GROUNDING CONDUCTOR L1 DISPENSER 3 FROM THE DISPENSER POWER PANEL TO THE NEUTRAL S 3 SITE GROUNDING ELECTRODE. SIZE PER NEC. 0 (DISPENSERGROUND 03 REFER TO INSTALLATION ADDENDA FOR STP-1(DISPENSER DISPENSER #3 SPECIFIC PRODUCT FIELD WIRING STP-2 (DISPENSER 3' CONNECTIONS. CAP ALL UNUSED WIRES. LOCAL AND NEC MAY APPLY. ® STP ISOLATION RELAY BOXES ARE MANDATED BY THENEC(ARTICLE514.13- PROVISIONS FOR MAINTENANCE AND SERVICE OF DISPENSING AND ARE REQUIRED TO: A. ALLOW SERVICE OF ONE UNITSAFELY WITHOUT REMOVING POWER FROM ALL DISPENSING EQUIPMENT. B. PREVENT DAMAGE TO EQUIPMENT FROM CROSS -PHASING. DAMAGE CAUSED BY CROSS -PHASING IS NOT COVERED BY WARRANTY 2 p STP-1 DISPENSER 3 NEUTRAL DISPENSER' 3 STP-1, ISPENS R 4 NEUTRAL DISPENSER 4 STP-1 DISPENSER 5MY N UT L P SER 5 Proto 11-05-18 STP-1 DI PENSER 6 L DI 0 >_ r Q J (n = Q XXQ � U' W `, Fw- � _ Q v O U) x z Z Z c> >* Y J m z 0Y U_ 06 Lu W Q Z Q U Q > 0 \ uJ ui 0_ W } / O Ui � J af W of L I LLU J p OEQUIPMENT) W Z LLO ti m- Q U LL O O = U p ?j O Z N co STP-1 DISPENSER 7 (DISPENSER 7) STP-1 DISPENSER 8 NEUTRAL ISP 8 II #2 BREAKER �+��� DISPENSER OO — - - - -- DISPENSER 3 BREAKER O O� O O' PUL STP #2 BREAKER ❑ O� 4 �"L'�� O STP ❑ 7❑ 2 PO EMC P1 GILBARCO STP ISOLATION BOX-#2 STP-2 (DISPENSER 1 PA0287 TB1 -1 TB2-1 TB1-2 TB2-2 TB1-3 rNTB2-3 TB1-4 M2 TB2--4 TB1-5 P TB2-5 P1' TB1-6 NEUTRAL ISPEN ER 1 T - IS NEUTRAL DISPENSER 2 STP- IS ENS R NEUTRAL DISPENSER 3 STP-2 DISPENSER 4 NEUTRALP R STP-2 DISPE S R 5 NEUTRAL DISPENSER 5 - b -- --" -- ❑ TB2 6 TB1-7 ND TB2-7 -\ -� I TB1- 8 __ TB2-g L GILBARCO STP ISOLATION BOX PA0287 IS NOT AVAILABLE FOR 220/230/240VAC UNITS. (THIS IS A STP-1 DISPENSER 4 7-ELEVEN SUPPLIED ITEM.) _ ❑ ❑5 FOR STPs GREATER THAN 1-1/2HP (SINGLE OR DISPENSER #4 THREE PHASE) CONNECT TO MOTOR L1 DISPENSER 4 CONTACTOR COIL OF SEPARATE STP RELAY BOX. NEUTRAL1 © L1 FEEDS STP BOX CONTACTOR COIL, UN I PE THEREFORE L1 & EMC MUST BE ON THE SAME ' STP-2 NSER 8 #4 BREAKER Q DISPENSER O► O - O DISPENSER #5 BREAKERlu �-�'� L1 DISPENSER 5 PHASE OR DAMAGE TO EMC WILL RESULT. I WHEN EMC IS NOT USED, JUMPER STP BOXNEUTRAL (D SPENSER ❑ TERMINALS PO AND P1 TOGETHER TO COMPLETE GROUND DISPENSER #5 THIS CIRCUIT. STP-1 (DISPENSER 5 STP-2 DIS ENSER 5 ❑7 V.F.C. or sre C.B.S. _ STP-1 (DISPENSER 6lox sTP- SI 1? w 0 a 4r, W I s 6 �v w' Lu m 1 � IW os o - _1 w®� iw I _® _ 1� r 6"3 1 o 4 0i0` O I STP #3 GILBARCO STP ISOLATION BOX-#3 BREAKER a ❑ O L1 CT TB1-1 N TB2-1 O O TB1-2 STP-3 DISPENSER 2 (DISPENSER 2 Q O� L2 T82-2 --a TB1-3 M1 TB2-3 ❑ STP 0 TB1-4 3 M2 TB2-4 PO TB1-5 PO T82-5 EMC P1 P1 TB1-6 TB2-6 © TB1-7 GND T132-7 TB1-8 STP-3 DISPENSER •8 - TB2-8 - N R 8 o _ _ - -- — - DISPENSER 6 BREAKER r i1 --- -- --- - -- ---- O O - -- -- - DISPENSER #6 L1 DISPENSER 6 - - --- - — L1 DISPENSER 7 NEUTRAL S 7 (DISPENSER7 -- STP-1(DISPENSER 7 TP- DISP N ER 7 DISPENSER #7 � O Q 0 1- O Q (n O N O N 04 O 0 Y m 0 J H OD -0�+ 0 U —, - - - _ — - — - -- —- -- -- - O O — ---- -- — — — - — 7 BREAKER Q _-_-1SPENSER O OGRQ ----- — - - - - - -- - --- --- TO SITE GROUND ELECTRODE - - -- - -- -- - ---- - - ---- DISPENSER 8 BREAKER L1 (DISPENSER 8) N UTRAL DISPENSER 8 - 531 1_ GROUND DISPENSER 8o• DISPENSER 8 STP-1 (DISPENSER 8 # STP- (DISPENSER "8 DIESEL STP-3 DISPENSER 8 o -6 CIO O N TNO_'C•-'O� L w Nc6 Nc0 NyOyL N TN U 046 a aN o 9 3; E N f0 08 � O O. "•' C N N�i.L.. NL `m � 0!E 0.20Ef;- 2 2 a ._ 3 10- w L o N CL y O`y' T Cf0@NO_@ o cw_c �ct�¢63Coc C K V n c: � 0)-0 Q a 0, B �' N o Q g E o Ny oL ' 0L ❑ c - _ __ __-____________ O O ----_---- _-_- \GN$ , ;' �72850 EMERGENCY ❑ POWER FOR ISOLATION RELAY BOX REVIEWED FOR < ij7SS�ONAI,��\\\\ JAl IIl\I 02�28�2 WIRING DIAGRAM CUTOFF SHEE-r: L2 N . E1 LOAD CENTER 120 VAC / SINGLE 60 HZ ,,ODE COMPLIANCE ST. LlJCIE COUNTY BOCC FUELING - USA AC LINE AC NEUTRAL CHASSIS GROUND BARRIER GROUND ROBROY RIGID PVC COATED CONDUIT NON -HAZARDOUS AREA } GENERAL NOTES HAZARDOUS AREA IMPORTANT: THIS IS A CONTROL WEATHER/EXPLOSION PROOF JUNCTION BOXES 1 PER DRAWING ONLY AND DOES NOT PROBE OR SENSOR c REFLECT THE ACTUAL LOCATIONS OF CONDUIT ENTRY (SEE NOTE 7 BELOW). D WHITE VEEDER-ROOT REQUIRES THAT ANYONE INSTALLING OUR R "All EQUIPMENT MUST BE LEVEL CERTIFIED. FOR MORE INFORMATION REGARDING THE HOME STUDY INSTALLERS COURSE CONTACT JOHN HOWELL 951-532-8599. N c ®N B Probe WARNING: IN INSTALLATION AND USE OF THIS 0 O O - BLncK ® ® ® 0 0 ® ® ® PRODUCT, COMPLY WITH THE NATIONAL ELECTRICAL CODE; FEDERAL, STATE AND LOCAL IN ADDITION, TURN OFF POWER AND TAKE WHITE OTHER NECESSARY PRECAUTIONS DURING OTHER N R I I B 11 INSTALLATION, SERVICE AND REPAIR TO PREVENT Proto 11-05-18 • • # • PERSONAL INJURY, PROPERTY LOSS AND - - - _ - l3 Non-Disciminating EQUIPMENT DAMAGE. a,c WARNING DISCONNECT ALL POWER BEFORE Sump Sensor KING ANY CONNECTIONS TO PREVENT # .•` # SERIOUS INJURY, EXPLOSION,ORE ECTRICALH - -- --- --- - _ SHOCK. MONITOR MUST NEVER BE OPERATED EthernComm et/Phone line (Containment) UNLESS THE FRONT COVER IS CLOSED OVER THE co CD Communications ROBROY RIGID BARRIER TERMINALS IN THE INTRINSICALLY SAFE U) } Compartment PVC COATED AREA. • • • • CONDUIT U _ W U 1. INTRINSICALLY SAFE WIRING LU d'_� 2 SURGE SUPPRESSOR ' BONDED CONDUIT MEANS THAT THE METALLIC I- U Z � Urn � n # • • # # -- SECTIONS OF CONDUIT ARE PERMANENTLY Z Z M O IDG RECEPTACLE FOR RJ45 ENDS W/ 7-ELEVEN JOINED TO FORM AN ELECTRICALLY CONDUCTIVE PATH THAT WILL ASSURE � * R � Y ILL J W • OUTER CABLE JACKET EDH AND SURGE KIT AND GENDER - MENDER CONNECTORS. ELECTRICAL CONTINUITY, AND THAT THE Z - � LU C7 Q O SUPPRESSOR CONDUIT HAS THECAPACITY TO CONDUCT W 0 Z U a Z C7 • • # # TO SENSOR O 1 CONDUIT WITH 4 CAT.6 SAFELY, ANY CURRENT LIKELY TO BE IMPOSED. > Q U W O w Q CABLES FROM COUNTER TO BACKROOM, TANK apBONDED&NON-BONDED CONDUIT -THE W > a SMOR587 3TftACE e� s PORT #6 CAR WASH MONITOR D.BOX AND WORK WIRES BETWEEN THE MONITOR AND EACH J } O WZ • • o0 AINTER i TO STATION RIS ROUTER PROBE/SENSOR LOCATION MUST BE #14, #16 OR I11 J • # • +♦ # MONITOR PORT#5 TANK MONITOR #18 AWG STRANDED COPPER WIRES W Z 0 W Il O •EN50 CAT. 6 WITHIN A SHIELDED CABLE. SHIELDED CABLE pp _ SENSOR r 1 2 1 3T *� 3� e $� ' saw PORT #4 PRICE SIGN CONTROLLER MUST BE RATED AT LESS THAN 100 ~ Y tL W s M PORT #3 PINPAD #3 PICOFARAD PER FOOT AND MUST BE Q O TIE WRAF T A S IT B E oomm 0 000mmm oo PORT #2 PIN PAD #2 • • • • INTER ENso I ACE MooU� • SEALANT ) PROB PROBE / PROBE — 1— THERMIST 2 -T ,� —00—E / PACK PACKET ENHANCED PORT #1 PIN PAD #1 THER �'� r3T< �,727-3 / DISPENSER HUB UNUSED PUMP LOOPS 0 • • � • • PROBE ERMIsroR INTERFACE MODULE PUMPLO P #2 TO D. BOX 17-32 MPD8. CAT. 6 PUMP LOOP 41 TO D BOX 4 `16 MPDS CAT 6 aarss'ro®®®®®lo®®lell®o MANUFACTURED WITH A MA ERI L U A L ENVIRONMENT, SUCH AS 13ELDENTM = U U) FOR THE 88760. N Z M 2. CONNECT THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER DISTRIBUTION PANEL #12 AWG (OR LARGER) CONDUCTOR. ) ( ❑ EPDXY SEALANT ' WIRE NUTS 3.O DENOTES FIELD WIRING CONNECTION USING GILBARCO WATERPROOF CONNECTORS SUPPLIED WITH -- --' EPDXY SEALANT FOR ROUTER Cisco THE PROBE(S)AND SENSOR(S). - ETHERNET 4. INTRINSICALLY SAFE WIRING SHALL BE I 7y TWO -WIRE CONNECTIONS CONNECTION RV1042 SRK/JUNIPER (4 GABLES INSTALLED IN ACCORDANCE WITH ARTICLE --- - -- - PASSPORT CAT. 6 FROM GILBARCO FROM JUNIPER) GOT, GOT 504-20 OF THE NEC, ANSI/NFPA 70. ROBROY RIGID ' POWERED BY ROUTER TO RIS JUNIPER EXTRA AND 2 SPARES 5., TO MAINTAIN INTRINSIC SAFETY, LEA PVC COATED CYBERA ROUTER. PROBE/SENSOR WIRING MUST BE INSTALLED _. . CONDUIT TERMINATION POINTS FOR WITH SEALED CONDUIT . .' SHIELDED CABLE ENHANCED DISPENSER H BURIALTHER IRDIRECT BURIAL METHODS. REFERTO "DIRECT BURIAL CABLE INSTALLATION', MANUAL NO. TCP/IP TO PROCURVE SWITCH BIR CABLE TO DH__;�' GAS CONTROLLER TABLE 1 e WIRE TYPES AND SIZES CABLE TYPE PROBE OR SENSOR BELDEN 88760 PROBE, SUMP, LIQUID, AND VACUUM SENSOR 12 AWG THWN- AC POWER TO CONSOLE N TS 576013-858: 6. ELECTRICAL RATING POWER INPUT 120 VAC, 50/60 HZ, 100 VA MAXIMUM. 7. THIS DOCUMENT IS NOT TO BE USED AS A SUBSTITUTE FOR SPECIFIC EQUIPMENT Z" INSTALLATION MANUALS. FOR INSTALLATION : 2 I - Ut I AIW UJt I Fit KtbVf_U I IVt MANUAL: a - TLS-350(R) 576013-879 CATEGORY 8. ALL CABINET PENETRATIONS MUST ENTER g E PRICE CATEGORY 6 SIG N CABLE THROUGH A PRE -DRILLED CONDUIT KNOCKOUT. t3I 0. q o m PIN = A *ATG PAD ® ob SITE MONITORING WIRING - SCHEMATICPIN 3� PAD 2 PIN CATEGORY PAD 0 N _ CABLE CATEGORY 6 LU CABLE LAN 1 Q O N Y CATEGORY 6 Z p CISCO o 0 0 0 8 o CABLE Q m JUNIPER 0 U o "So ROUTER ROUTER EDH CATEGORY 6 M e CABLE DATA N ,o PORT 6 U (0 s C TO FRAME RELAY PAIRED GASOLINE TELEPHONE LINE PUMP LOOPS CABLE IN TRENCH TO o w a 1-4 AS REQUIRED GASOLINE DISPENSERS 4° d` d �'c" O N o NyF :N t N'y tyt �. H ao)Wt0 °Toc;EZa ,wo UPS D-BOX ° a.r 0 C (D N Nit `. a) u"w3L O°''�c o F5o6-2ccOfi.'- «o°m Q 0:aa)i3TcaooL��a�m' Non-0> gtm3d3m C�.NNtN3N�.(BC CU as o 7C 0 cc O`UN QN ON'a E a GASOLINE DISPENSER a aci 0, w aci'Q )BS3 ° o NOTE. $i50wcoo�2!!=a) —DATA DISCONNECT 1. HUB, ROUTER AND CABLES BY NCR INSTALLER DEVICE 2. EDH, D-BOX, GRIND CONTROL CABLE, GAS CONTROLLER CABLE RECEPTACLE g SAND ERVICE EOCONTCABLE RACTORINSTALLED BY THE GILBARCO AUTHORIZED `♦♦♦♦♦♦��ay \ ...... K„ .. z z * j 728601 POS GAS CONTROLLER DIAGRAM ��: S e w P. NTS .p OR! ♦ !10%28/2 r REVIEWED FOR - SHEET: i CD CODE COMPLIANCE ' ST. L.UCIE COUNTY a SOCC FUELING - USA PART 1 - GENERAL 1.1 SCOPE OF WORK: THE WORK INCLUDED IN THE CONTRACT FOR THIS PROJECT CONSISTS OF THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE COMPLETE CONSTRUCTION OF A GASOLINE INSTALLATION FOR 7-ELEVEN, INC. ACRE PART 2 - AGREEMENT 2.1 CONTRACTOR SHALL NOT START WORK WITHOUT CONTRACT AND APPROVED SEALED PLANS. PART 3 I TENT OF DRAWING AND SPECIFICATIONS BE A COMPLETE WORK OR IMPROVEMENT WHICH THE 3.1 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS JS TO PRESCRIBE CONTRACTOR SHALL PERFORM IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE WORK IN A'SATISFACTORY AND ACCEPTABLE MANNER. 3.2 THE CONTRACTOR SHALL, UPON DISCOVERY, REPORT ANY DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS TO THE OWNER'S CONSTRUCTION MANAGER. 3.3 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF -LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. GENERALLY, THE SPECIFICATIONS DESCRIBE WORK WHICH CANNOT BE READILY IDENTIFIED ON THE DRAWINGS AND INDICATED TYPES, QUALITIES AND METHODS OF INSTALLATION OF THE VARIOUS MATERIALS AND EQUIPMENT REQUIRED FOR THE WORK. IT IS NOT INTENDED TO MENTION EVERY ITEM OF WORK IN THE SPECIFICATIONS WHICH CAN BE ADEQUATELY SHOWN ON THE DRAWINGS NOR TO SHOW ON THE DRAWINGS ALL ITEMS OF WORK DESCRIBED OR REQUIRED BY THE SPECIFICATIONS EVEN IF THEY ARE OF SUCH NATURE THAT THEY COULD HAVE BEEN SHOWN THEREON. ALL MATERIALS OR LABOR FOR WORK WHICH IS SHOWN ON T DRAWINGS NGS OR IS REASONABLY INFERABLE AS BEING NECESSARY TO PRODUCE A FINISHED JOB SHALL BE H WI PROVIDED BY THE CONTRACTOR WHETHER OR NOT THE WORK IS EXPRESSLY COVERED IN THE SPECIFICATIONS. 3.4 THE CONTRACTOR, SUBCONTRACTORS AND ALL TRADES SHALL EXAMINE THE SITE AND ASCERTAIN EXISTING CONDITIONS PRIOR TO THE START OF THEIR PORTIONS OF THE WORK. BEFORE ORDERING MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR THE CORRECTNESS OF ALL MEASUREMENTS AT THE SITE. ANY DIFFERENCES WHICH MAY BE FOUND BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE DRAWINGS OR SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER 'S CONSTRUCTION MANAGER FOR CONSIDERATION BEFORE PROCEEDING WITH THE ACTUAL DIMENSIONS AND MEASUREMENTS INDICATED ON THE DRAWINGS UNLESS A SUBSTANTIAL ERROR HAS BEEN MADE. IF SUCH AN ERROR SHOULD OCCUR, IT SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S S CONSTRUCTION MANAGER AND RESOLVED BEFORE PROCEEDING WITH WORK. 3.5 THE ORGANIZATION OF SPECIFICATIONS INTO DIVISIONS, SECTIONS AND PARAGRAPHS, AND THE ARRANGEMENT OF THE DRAWINGS ARE NOT INTENDED TO CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN THE ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. 3.6 DRAWINGS AND SPECIFICATIONS:ADRAWINGS INDICATE GENERAL DESIGN AND ARRANGEMENTS DRAWINGS RE DIAGRAMMATIC AND ARE NOT SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND EQUIPMENT TO BE FURNISHED. VERIFY DIMENSIONS IN THE FIELD. PART 4 - RESPONSIBILITY OF THE CONTRACTOR 4.1 CONTRACTOR HEREBY DECLARES HE HAS READ ALL SPECIFICATIONS AND EXAMINED THE DRAWINGS AND THAT HE UNDERSTANDS ALL CONDITIONS. 4.2 CONTRACTOR HEREBY DECLARES HE HAS VISITED THE SITE AND IS FAMILIAR WITH THE CONDITIONS AFFECTING THE WORK. NO ALLOWANCES SHALL BE MADE SUBSEQUENTLY ON BEHALF OF THE CONTRACTOR FOR ANY ERROR NEGLIGENCE ON HIS PART. IF IN THE PERFORMANCE OF THE CONTRACT, LATENT CONDITIONS AT THE SITE ARE FOUND TO BE MATERIALLY DIFFERENT FROM THOSE INDICATED BY THE DRAWINGS AND SPECIFICATIONS, OR UNKNOWN CONDITIONS UNUSUALLY INHERENT IN WORK OF THIS CHARACTER SHOWN AND SPECIFIED, THE ATTENTION OF THE OWNER'S CONSTRUCTION MANAGER SHALL BE CALLED IMMEDIATELY TO SUCH CONDITIONS BEFORE THEY ARE DISTURBED. 4.3 CONTRACTOR HEREBY DECLARES THAT HE HAS READ AND IS FAMILIAR WITH THE APPLICABLE' SOILS REPORT. CONTRACTOR SHALL BE RESPONSIBLE FOR STRICTLY ADHERING TO THE RECOMMENDATIONS OF SAID SOILS REPORT FOLLOWING ALL APPLICABLE PROCEDURES NOTED THEREIN. EXISTING WATER TABLE SHALL POSSIBLY DETERMINE A DIFFERENT UTILIZATION OF THE TANK STRAPS AND TYPE OF BACK FILL MATERIAL. SHOULD GROUND WATER OR CONTAMINATION BE DISCOVERED DURING TANK EXCAVATION, WORKS E HALL B SUSPENDED PENDING REVIEW BY 7-ELEVEN CONSTRUCTION MANAGER: 4.4 CONTRACTOR SHALL REPORT ANY OBJECTION TO MATERIALS, APPLIANCES, OR METHODS OF CONSTRUCTION SHOWN OR SPECIFIED TO THE OWNER'S CONSTRUCTION MANAGER AND OBTAI N A DECISION BEFORE PROCEEDING. 4.5 PROPOSALS: CONTRACTOR SHALL SUBMIT BID ONLY ON 7-ELEVEN'S FORM THAT WILL BE PROVIDED BY 7-ELEVEN'S LOCAL CONSTRUCTION MANAGER, "COST OF CONSTRUCTION" PROPOSALS SUBMITTED ON ANY OTHER FORM SHALL BE REJECTED AND RETURNED. PROPOSALS NOT COMPLETELY AND PROPERLY FILLED OUT SHALL BE REJECTED. PROPOSALS SHALL INCLUDE MONEYS FOR REMOVAL OF ALL EXISTING IMPROVEMENTS AS REQUIRED FOR GASOLINE INSTALLATION. 4.6 PERMITS: CONTRACTOR SHALL, AS DIRECTED BY 7-ELEVEN, PAY FOR ALL APPLICABLE PERMITS AND AND FEES. COPIES OF PERMITS AND CERTIFICATES SHALL BE FORWARDED TO LOCAL 7-ELEVEN CONSTRUCTION MANAGER'S OFFICE OR SITE MANAGER PRIOR TO COMMENCEMENT OF WORK. FINAL CERTIFICATION OF ACCEPTANCE BY GOVERNING AUTHORITIES SHALL ALSO BE ON FILE WITH LOCAL CONSTRUCTION OFFICE OR SITE MANAGER PRIOR TO THE PROCESSING OF FINAL PAYMENT REQUEST.. 4.7 INSPECTIONS: CONTRACTOR SHALL BE REQUIRED TO ADHERE TO ALL REQUIREMENTS OF OWNER'S INSPECTION PROGRAM. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS FOR NOTIFICATION, SITE PREPARATION REQUIREMENTS, COMPLIANCE, ON -SITE PRESENCE DURING INSPECTION AND CORRECTION OF ANY DEFECTS OR RELATED PROBLEMS AS DIRECTED BY INSPECTING REPRESENTATIVE CONTRACTOR SHALL PROVIDE NO LESS THAN 48 HOURS NOTICE' PRIOR, TO INSPECTION. 4.8 COORDINATION: FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING ALL PHASES OF THE GASOLINE INSTALLATION WITH THE GENERAL CONTRACTOR IN CHARGE OF THE BUILDING OR MAJOR PORTION OF THE PROJECT. THE BUILDING GENERAL CONTRACTOR AND THE FUEL CONTRACTOR SHALL JOINTLY DEVELOP A MUTUALLY AGREEABLE SCHEDULE AND TIMETABLE FOR COMPLETION ON THE GASOLINE INSTALLATION. TIMETABLE FOR BUILDING AND GASOLINE SHALL COINCIDE AND COMPLIMENT EACH OTHER SO THAT ONE DOES NOT DELAY THE OTHER. SHOULD FUEL CONTRACTOR FAIL TO MEET DEADLINES AS ESTABLISHED BY THE SCHEDULE AND/OR HOLDUP THE COMPLETION OF THE OVERALL BUILDING PROJECT, 7-ELEVEN, INC. RESERVES THE RIGHT TO RECTIFY THE SITUATION ACCORDINGLY: 4.9 CONTRACTOR SHALL PROVIDE OWNER WRITTEN CERTIFICATION AS TO THE FOLLOWING: _4.9 1 CERTIFICATION FROM LOCAL/STATE GOVERNING AUTHORITIES AS APPLICABLE FOR CONTRACTOR CERTIFICATION/LICENSING FOR INSTALLATION OF GASOLINE STORAGE TANK SYSTEM. 4.9.2 CERTIFICATION FROM EQUIPMENT MANUFACTURES AND SUPPLIERS ( TANKS, PRODUCT LINES, ATG'S, ETC.) AS TO ATTENDING AND ACHIEVING CERTIFICATION FROM APPROPRIATE COMPANY FOR INSTALLATION OF EQUIPMENT. 4.9.3 CERTIFICATION ON APPROPRIATE FORMAT AS TO INSTALLATION OF COMPLETE SYSTEM BEING PERFORMED INCOMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 4.9.4 CERTIFICATION THAT ALL EQUIPMENT EITHER SUPPLIED BY OWNER OR CONTRACTOR HAS BEEN INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS BY PERSONNEL TRAINED AND QUALIFIED FOR THAT SPECIFIC ITEM, SECTION I GENERAL. CONDITIONS - CONTINUED PART 4 - CONTINUED 4.11 LIENS: CONTRACTOR SHALL PERMIT NO LIENS OF ANY KIND TO BE FIXED UPON OR AGAINST THE PROPERTY BY ITS SUBCONTRACTORS, LABORERS, MECHANICS OR MATERIAL MEN, AND SHALL INDEMNIFY, PROTECT AND SAVE OWNER HARMLESS FROM AND AGAINST ALL SUCH CLAIMS AND LIENS. 4.12 EQUIPMENT RESPONSIBILITY: RESPONSIBLE SHALL BE CONTRACTOR E FOR SCHEDULING RECEIVING UNLOADING T O L HANDLING AND PROVIDING PROTECTED INSIDE STORAGE FOR ALL OWNER SUPPLIED EQUIPMENT AND MATERIAL. CONTRACTOR SHALL INSPECT EQUIPMENT UPON RECEIPT AND IMMEDIATELY REPORT ANY DAMAGE DUE TO SHIPPING TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO FAILURE TO COMPLY WITH THESE REQUIREMENTS. DISPENSERS SHALL BE PROTECTED WITH SHIPPING BOXES UNTIL STORE IS TURNED OVER FOR OPENING. CONTRACTOR HALL BE SOLELY RESPONSI BLE FOR ADEQUATE AND LOCKED STORAGE OF OWNER'S MISCELLANEOUS EQUIPMENT, TO INCLUDE GASOLINE CONSOLE, PRIOR TO OPENING OF THE STORE: 4A3 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR FILING OF RECEIVING FORMS AND MISCELLANEOUS CONFIRMATION OF EQUIPMENT RECEIVING INFORMATION AS REQUIRED BY LOCAL CONSTRUCTION OFFICE. - 4.14 FUEL CONTRACTOR SHALL PROVIDE ALL PIPING, ,MATERIAL AND LABOR REQUIREDINSTALL OWNER SUPPLIED EQUIPMENT, INCLUDE MONEY IN BID PROPOSAL FOR INSTALLATION OF OWNER SUPPLIED EQUIPMENT UNLESS NOTED OTHERWISE. PART 5 - PROTECTION 5.1 CONTRACTOR SHALL BE HELD RESPONSIBLE R ANY O E FOR LOSS OR DAMAGE CAUSED BY HIM OR HIS WORKMEN TO THE PROPERTY OR EQUIPMENT OF THE OWNER, OR TO THE WORK OR MATERIALS OF OTHER CONTRACTORS. CONTRACTOR SHALL MAKE GOOD ANY LOSS, DAMAGE OR INJURY WITHOUT COST TO OWNER FOR SUCH LOSS OR DAMAGE. 5.2 CONTRACTOR SHALL PROVIDE AN MAINTAIN D MA AIN SUITABLE TEMPORARY SIDEWALKS, FENCES, LIGHTS,SIGNS OR OTHER STRUCTURES AND DEVICES AS REQUIRED BY LAW DO NOT OBSTRUCT OR INTERFERE WITH TRAFFIC IN PUBLIC STREETS, ALLEYWAYS OR PRIVATE RIGHT-OF-WAYS. IF WORK IS SUSPENDED, KEEP ALL ROADWAYS AND SIDEWALKS IN PROPER CONDITION AND PUT AND LEAVE THEM IN PROPER CONDITION AT TERMINATION OF WORK. 5.3 CONTRACTOR SHALL SEND PROPER NOTICES MAKE NECESSARY ARRANGEMENTS AND PERFORM ALL REQ UIRED FOR THE CARE, PROTECTION AND MAINTENANCE OF PUBLIC UTILITIES ON AND AROUND THE BUILDING SITE, ASSUMING ALL RESPONSIBILITY AND PAYING ALL COSTS FOR WHICH THE OWNER MAY BE LIABLE: CONTRACTOR HEREBY DECLARES HE HAS VERIFIED THE LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ON SITE PRIOR TO THE START OF WORK. CONTRACTOR HEREBY AGREES TO MAKE ARRANGEMENTS FOR AND TO PAY ALL CHARGES IN CON -JUNCTION WITH THE RELOCATION'S OF EXISTING UTILITIES AS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL UTILITY EASEMENTS, HOOKUP CHARGES, TAP FEES & SYSTEM DEVELOPMENT FEES OR BONDS AS NECESSARY FOR COMPLETION OF THIS PROJECT. 5.4 IF ALL OR PART OF THE WORK IS SUSPENDED FOR ANY REASON, CONTRACTOR SHALL PROPERLY COVER OVER, SECURE AND PROTECT ANY PORTION LIABLE TO SUSTAIN INJURY FROM ANY CAUSE. 5.5 PRODUCT PROTECTION: CONTRACTOR SHALL PROVIDE ADEQUATE AND SECURE PROTECTION OF PRODUCT IN TANKS UPON DELIVERY UNTIL TURNED OVER FOR OPERATION. ALL FILL, VENT AND GAUGING CAPS AND/OR OPENINGS SHALL BE SECURED AND PADLOCKED TO PREVENT VANDALISM OR THEFT. PART 6 - SUBSTITUTION F Ir��IA . IALS 6.1 MATERIALS AS SPECIFIED REPRESENT REQUIRED STANDARDS, SUBSTITUTION MAY BE PROPOSED IN WRITING WITH ADEQUATE SUPPORTING DATA FURNISHED. USE OF SUBSTITUTE MATERIALS IS DEPENDENT ON RECEIPT OF WRITTEN APPROVAL FROM OWNER'S APPROVED REPRESENTATIVE. PART 7 - COMPLETION OF CONTRACT 7.1 THE CONTRACT SHALL BE CONSIDERED FULFILLED, SAVE AS PROVIDED IN ANY MAINTENANCE STIPULATIONS, BOND OR BY LAW, WHEN ALL THE WORK HAS BEEN COMPLETED WITH FINAL INSPECTION AND ACCEPTANCE MADE BY ALL APPLICABLE GOVERNING BUILDING DEPARTMENTS, FIRE MARSHAL'S OR OTHER JURISDICTIONS, 7. NOT USED 7. CLEANING 7.3.1 ALL WORK SHALL BE CLEAN AND READY FOR USE UPON COMPLETION. REMOVE TEMPORARY TAPES, WRAPPING, COATING; PAPER LABELS AND OTHER ITEMS. 7.3.2 CLEANING METHODS FOR PROPRIETARY MATERIALS SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CLEANING SOLUTIONS, AGENTS, SOLVENTS, WAXES OR OTHER MATERIALS SHALL BE ONLY AS APPROVED BY THE MANUFACTURER OF THE MATERIAL INSTALLED IN THE WORK. 7.3.3 CLEANUP: CONTRACTOR SHALL CLEAN UP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, SECTION II_ INSPECTIONS / TESTING TEST BEFORE PLACING THE. SYSTEM IN SERVICE COMPONENT MANUFACTURER Table below lists current Manufacturer's Installation and Testing Guidelines that may be applied to the fuel system components after assembly but before backfilling. Before the beginning of fuel system installation, fuel contractor is to be responsible for reading through the entire Installation Manual and Operating Guidelines as well as any applicable supplemental materials. It is the responsibility of the fuel contractor and fuel operator to understand and follow all requirements contained in the installation and testing manuals. Work must be performed according to standard industry practices applicable to tank installations and operations. Work must also comply will all applicable codes, regulations and standards of appropriate governmental agencies. DOUBLE -WALLED STORAGE TANK XERXES"AZCLr COMPANY" INSTALLATION MANUAL http://www.zcl.com/assets/documents/library/installation%20 manual%20and%20operating%20guidelines%20(imog)%20for% 20xerxes%20tanks.pdf TESTING PROCEDURE /lib d t ://www.zcl.com asses ocumentsrar /installation%20 htt P / / Y manual%20and%20o eratin %20 uidelines%20(ima )%2Ofor'Yo g g � 20xerxes%20tanks. df P DOUBLE -WALLED PIPING NOV INSTALLATION MANUAL http://www.nov.com/Segments/Completion_and_Production Solutions/Fiber Glass_Systems/Fuel Handling/Red_Thread_IIA. aspx TESTING PROCEDURE ? ' - http://www.nov.com/docHandler:aspxd-12bNZwjC3oL35C LEAK DETECTION SENSOR VEEDER ROOT INSTALLATION MANUAL nttp://www.gilbarco.com/gold/gold_public access.cfm.? section id=361 TESTING PROCEDURE http://www.gilbarco.com/gold/gold_public_access.cfm?section id=361 AUTOMATIC TANK GUAGES VEEDER ROOT INSTALLATION MANUAL htt :/ wwwc ilbarco.com old/ old ublfc access.cfm.section P / g /g g -p - _id=364 TESTING PROCEDURE http://www.veeder,com/us/products/tis-automatic-tank-gauge -systems/atg-tis-consoles/tls-350r-a utomatic-tank-gauge OVERFILL PREVENTION DEVICES OPW INSTALLATION MANUAL http:// p giobal.com/ wwwio w docs/ libraries/manuals/retail-fueli - ng/below-ground/opw-fcs-manuals/71so:testable-(h15524pa)- 1-30-14.pdf?sfvrsn=4 TESTING PROCEDURE http://www.opwglobal.com/docs/libraries/manuals/retail-fueli ng/below-ground/opw-fcs-manuals/71so-testable-(h15524pa)- 1-30-14.pdf?sfvrsn=4 SPILL -CONTAINMENT MANHOLES OPW INSTALLATION MANUAL' htt`: www, w lob l.com docs libraries manuals retail-fueli P // op g a / I / ng/below- round/opw-fcs-manuals/1-3100_EDGE_Thread-On Spill: Instailation_Inst_202181 2-13-13 G:pdf?Status=Master& sfvrsn=0` TESTING PROCEDURE http://www.opwglobal.com/docs/libraries/manuals/retail-fueli ng/below-ground/opw-fcs-manuals/Double_ Wall_Spill_Contain er_Vac _Test _Installation Instructions_ _English_202383.pdf?St atus=Master&sfvrsn=0 IMPACT VALVES OPW INSTALLATION MANUAL http://www.opwglobal.com/docs/libraries/manuals/retail-fueli ng/below-ground/opw-fcs-manuals/10_Series Emergency_She ar_Valve _Installation _Instructions __ English_H11374PA.pdf?St atus=Master&sfvrsn=0 TESTING PROCEDURE http://www.opwgiobal.com/docs/libraries/manuals/retail-fueli ng/below-ground/opw-fcs-manuals/10_Series_Emergency_She ar_Valve _Installation _Instructions _-_English_H11374PA.pdf?St atus=Master&sfvrsn=0 MECHANICAL LINE LEAK DETECTORS VAPORLESS MANUFACTURING INSTALLATION MANUAL http://www.vaporiess.com/installation/installpdf/install_Id200 O.pdf TESTING PROCEDURE http://www.vaporiess.com/installation/installpdf/install_Id200 O.pdf ELECTRONIC. LINE LEAK DETECTORS VEEDER ROOT INSTALLATION MANUAL ? = http://www.veeder.com/fold/download.cfm.doc6414 TESTING PROCEDURE http://www.veeder.com/gold/download.cfm?doc id=6414 FLEXIBLE CONNECTORS FRANKLIN F - _U INSTALLATION MANUAL L 560/407293001-r1- http://www.franklinfueling.com/media/468ELING - flex -connecter lnstaii,pdf rdw m 0 I Proto 11-05-18 1 Cl) Lo < I- 07 Q o X U-_ uJ � 1--U) u� Z z 00 (D _ Z_ >YLL z °o 0 CQ Q ZQLli U > O WOW W %�[L -j wLH W ti m WzOL e U ti 0p 2 o Z N CO W Z O_ F- Q LL U W 0- to Z J W D LL 9 z a w z Z h E w N8 h ga. zLd a Z o 0 J `> sZ m P Q N KEEPING THE PREMISES NEAT AT ALL TIMES. PART 8 -` CODES PARS I GENERAL 8.1 THE FOLLOWING CODES ARE MADE APART OF THIS SPECIFICATION. SAID. CODES SHALL DICTATE MINIMAL ACCEPTABLE 1:1 SCOPE: I- T F OP THIS SECTION COVERS THE FURNISHING OF ALL LABOR SERVICES AND EQUIPMENT AS REQUIRED TO PROVIDE , a0 O � O N � 2 F- STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR MORE INSPECTION SERVICES OF THE FUELING INSTALLATION. � F_ F- O Y � STRINGENT REQUIREMENTS WHICH SHALL TAKE PRECEDEN CE: NCE a7 Q N 8.1.1 NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE PART T 2 - I N S I "E CT I O N � O (n Q co 8.1.2 PEI MANUAL "RECOMMENDED PRACTICES FOR INSTALLATION OF UNDERGROUND LIQUID STORAGE 2.1 INSPECTOR: 7-ELEVEN, INC. LOCAL CONSTRUCTION DEPARTMENT AND/OR APPOINTED REPRESENTATIVE SHOULD BE >+ m SYSTEMS." #RP-100-96 OR LATEST EDITION NOTIFIED TO OBSERVE TIGHTNESS TESTING OF PRODUCT PIPING, STAGE I & STAGE 11 PIPING PRIOR TO BACKFILL N 8.t3 OSHA AND LOCAL MUNICIPALITIES 2.2 NOTIFICATION: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 7-DEPARTMENT- C ELEVEN'S CONSTRUCTION 48 -0 U (6 N HOURS PRIOR TO REQUESTED INSPECTION 0 0 Co 0 U - PART 9 WA TY / GUARA 2.3 SPILLAGE: SHOULD SPILLAGE OF PRODUCT OCCUR AT ANY PHASE OF INSTALLATION OR TESTING, LOCAL 7-ELEVEN v o -a c . n a � a) °' o N CONSTRUCTION DEPARTMENT AND ENVIRONMENTAL DEPARTMENT ARE TO BE NOTIFIED IMMEDIATELY ESTIMATED LOSS a> a> m 0,C C 0CNtl1C = �E EXCEPT WHERE SPECIAL GUARANTEES REQUIRED OF PRODUCT AS WELL AS ACTION TO BE TAKEN BY CONTRACTOR TO SAFEGUARDVENT FROM FURTHER MISHAP AND THE O E S 10 `a 0 `a N c u F- > m o 3 E o o u $ c 3 9.1 ARE IN EXCESS OF ONE (1) YEAR, THE CONTRACTOR AGREES TO REPAIR TO PROTECT THE GENERAL PUBLIC IS TO BE NOTED AND RECORDED. > a 6 m 4 a o u o 0 E m � as m AND RE CERTIFY OR REPLACE THE DEFECTIVE COMPONENT OR ANY DEFECT IN MATERIAL OR WORKMANSHIP BEYOND L x � 'a o o-- C 0 00 t 0L o ORDINARY WEAR AND TEAR TO THE SATISFACTIONo OF THE OWNER'S CONSTRUCTION MANAGER FOR APERIOD OF ONE (1) 2.4 REPRESENTATIVE OF CONTRACTOR AND FUEL CONTRACTOR SHALL BE AVAILABLE ON SITE DURING TESTING PROGRAMS. o -- o w D 0 0 � � ._ m 3 ,c � c c o. � - o YEAR AFTER DATE OF ACCEPTANCE, WHETHER IN HIS WORK OR IN THAT OF SUBCONTRACTORS, WITHOUT COST TO THE FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN CORRECTIONS AND/OR REPAIRS REQUIRED BEING m L r m a 3 a> > . a> o ' m c SC a N OWNER. PERFORMED BY OWNER AS REQUIRED, COST OF SAID REPAIRS AND/OR CONNECTIONS SHALL BE DEDUCTED FROM $ o o a � vi � . m c c E w 3 cc 9.2 ALL PAVING WILL HAVE A TWO YEAR WARRANTY. CONTRACT AMOUNT AS REQUIRED TO SATISFY THE SITUATION. i m 3 aoi E y $Lo ' Q o a o o c .T m 2.5 PROHIBITED WORK: CONTRACTOR SHALL SCHEDULE WORK SUCH THAT NO HEAVY EQUIPMENT IS OPERATING ON SITE D c D o a p E DURING INSPECTION PROGRAMS. NO WELDING OR OPEN FLAMES SHALL BE ALLOWED ON SITE AT ANY TIME DURING TEST m> �s�ayc'w= L po E c o. o PROCEDURES. mL i5o .c o a - N t- PART 10 BUILT PLAN AND DOCUMENTATION -AS 2.6 INSTALLATION REPORTS. SHOULD 7-ELEVEN OR THEIR APPOINTED REPRESENTATIVES BE UNABLE TO BE PRESENT AT SITE „ 10,1 UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE AS BUILT SITE PLAN VERIFYING FINAL LOCATION OF FOR PURPOSES _ F FILING ANY INSPECTION RE TCONTRACTOR RESPONSIBLE F COMPLETE INSPECTION OSES Q NG NREPORTS, SHALL BE RESPONS B OR CO E E� �pXlltllillly//� ��\ // i HE i SSF i� IMPROVEMENTS INCLUDING BUT NOT LIMITED TO PIPING, PLUMBING P AND ELECTRICAL AND FILING OF REPORT WITH LOCAL 7-ELEVEN INC. CONSTRUCTION OFFICE. WRITTEN REPORT SHALL INCLUDE y� PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES: ` "� \C,ENSac 10.2 CONTRACTOR SHALL KEEP PHOTOGRAPHIC JOURNAL OF ALL PHASES OF THE COMPLETE INSTALLATION. PHOTOGRAPHS `.: � - 728501 ARE TO BE PROPERLY DATED, IDENTIFIED AND FORWARDED TO LOCAL 7-ELEVEN, INC: CONSTRUCTION OFFICE WITH FINAL 2.7 TEST FAILURE. SHOULD SYSTEM FAIL ANY PORTION OF TEST PROGRAM, CONTRACTOR SHALL IMMEDIATELY INSTIGATE ,INVOICE PACKAGE: PROCEDURES REQUIRED T R RES AS REQU RE O BRING SYSTEM INTO COMPLIANCE SHOULD FAILURE OF TEST DUE TO FACILITY WORK ,r - REQUIRE EXPENDITURE OF ADDITIONAL MONIES FOR RESCHEDULING AND/OR RETESTING OF SYSTEM, CONTRACTOR SHALL BE HELD RESPONSIBLE FOR COMPENSATION ACCORDINGLY. r� .40 Al. 7/////// lI 2.8 CLEANUP: IN THE EVENT PRODUCT SPILLAGE SHOULD OCCUR DURING CONSTRUCTION OR DURING WARRANTY PERIOD ..... DUE TO WORK PERFORMED BY CONTRACTOR, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AS MAY BE REQUIRED. . 28/� H�/ SHEET: 2.9 TEST REPORT: UPON COMPLETION OF TESTING PROGRAMS, REPRESENTATIVE OF TESTING/ INSPECTION COMPANY SHALL BE RESPONSIBLE FOR FILING COPIES OF TANK AND PIPING TEST/INSPECTION REPORTS WITH LOCAL 719 IEVVIED FOR CONSTRUCTION OFFICE OR THE OWNER'S ASSIGNED SITE MANAGER WITH COPY TO JOB SITE. CODE COMPLIANCE ST. LUCIE COUNTY FUELING - USA EOCC' • PART 3 - TANK INSTALLATION INSPECTION 3.1 SCHEDULE: CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING SCHEDULE SO TANKS ARE TESTED AND SET IN TANK HOLE SAME DAY OF DELIVERY. 3.2 EXCAVATION: ALL EXCAVATIONS SHALL BE COMPLETED WITH BEDDING MATERIAL A IN PLACE AND READY FOR INSTALLATION PRIOR TO TANK DELIVERY: COMPLETE INSTALLATION OF CONCRETE ANCHORS DEAD MAN). 3.3 ANCHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR COMP ( ) 3.4 STRAPS: HOLD DOWN STRAPS TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS -MINIMUM OF 4 MORE IF REQUIRED BY MANUFACTURER (STRAPS SHALL BE SHIPPED WITH APPROPRIATE PADDINGMATERIAL. 3.5 AIR TEST: TANKS SHALL BE TESTED AS PER MANUFACTURER'S SPECIFICATIONS PRIOR TO PLACEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS TO PROVIDE COMPLETE AIR TEST INCLUDING, BUT NOT LIMITED TO, AIR COMPRESSOR OF SUFFICIENT SIZE AND CAPACITY, SPECIFIED SOAP MATERIAL AND ACCEPTABLE SOAP APPLICATION EQUIPMENT 3.6 MINIMUM TESTING: DOUBLE WALL FIBERGLASS TANKS SHOULD ARRIVE AT THE JOB SITE WITH A MINIMUM OF 4" HG ON THE INTERSTICE. OBSERVE THE VACUUM HOLD TEST FOR AT LEAST ONE (1) HOUR PRIOR TO SETTING THE TANKS. SHOULD THE INTERSTICE NOT HOLD A MINIMUM 4" HG VACUUM, THEN CONTACT THE TANK MANUFACTURER IMMEDIATELY. 3.7 ` OBSERVATION: 7-ELEVEN'S CONSTRUCTION DEPARTMENT AND/OR REPRESENTATIVE SHALL BE RESPONSIBLE FOR INSPECTION OF AIR OR VACUUM TEST; OBSERVATION OF LIFTING, SETTING AND BURIAL OF TANKS. 3.8 TANK INSPECTION REPORT: WRITTEN REPORT SHALL INCLUDE PHOTO GRAPHIC DOCUMENTATION OF ALL PROCEDURES. ART 4 - TANK AND LINE TESTING 4.1 CONTRACTOR SHALL COMPLETE AND BE RESPONSIBLE FOR THE FOLLOWING PRIOR TO FINAL PLACEMENT OF CONCRETE AND FINAL SYSTEM TEST: 4.1:1 PIPING: ALL PIPING SHALL BE COMPLETED EXCEPT INSTALLATION OF OVERFILL PROTECTION. OVERFILL PROTECTION SHALL BE INSTALLED UPON COMPLETION OF TEST. 4.1.2 VENTS: VENT LINES SHALL BE COMPLETED UNDERGROUND AND STUBBED UP MINIMUM OF 12, ABOVE FINISHED GRADE. 4.1.3 PRODUCT LINES: ALL PRODUCT LINES SHALL BE COMPLETE WITH EMERGENCY SHUTOFF IMPACT VALVE INSTALLED AT DISPENSER BOX WITH MECHANICAL LEAK DETECTOR IN PLACE. 4.1.4 PUMPS: SUBMERSIBLE PUMPS AND LINES SHALL BE COMPLETELY INSTALLED, 4.1.6 SITE PREPARATION: CONTRACTOR SHALL PREPARE TANK AREA FOR WATER OR PRODUCT DELIVERY AND TANK TESTING PROCEDURES. 4.1.7 FILL: CONTRACTOR SHALL PROVIDE 42" MINIMUM BACK FILL OVER TANKS. 4.1.8 WATER: SHOULD WATER BE PRESENT IN TANK HOLE CONTRACTOR SHALL VERIFY AND NOTIFY 7-ELEVEN CONSTRUCTION MANAGER OF STATUS. 4.2 AFTER PLACEMENT OF CONCRETE, A COMPLETE SYSTEM TIGHTNESS TEST INCLUDING TANKS, PRODUCT LINES, STAGE II VAPOR RECOVERY LINES SECONDARY CONTAINMENT PIPING AND VENT LINES SHALL BE PERFORMED. TESTING SYSTEM SHALL BE AS APPROVED BY 7-ELEVEN: 7-ELEVEN WILL BE BILLED DIRECTLY FOR TESTS. CONTRACTOR TO COORDINATE & - SCHEDULE. RETEST OR STAND AROUND TIME BY THE TESTING COMPANY TO BE BILLED TO CONTRACTOR. DETAILS FOR THIRD PARTY TESTING REQUIREMENTS LISTED ON G17.0 SHEETS. 4.2.1 AFTER ALL UNDERGROUND PIPING AND ELECTRIC CONDUITS ARE INSTALLED AND DURING EXCAVATION BACKFILLING AND CONCRETE POURING, A CONTINUOUS HYDROSTATIC TEST SHALL BE PERFORMED ON ALL SUMPS & SPILL' BUCKETS TO ENSURE TIGHTNESS AND PROPER INSTALLATION. 4.3 PRODUCT DELIVERY: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION TO 7-ELEVEN REPRESENTATIVE OF TEST DATE AND VERIFICATION OF NEE D FOR TANKS TO BE FILLED WITH PRODUCT AND TANK MONITORING SYSTEM TO BE OPERATIONAL FOR TESTING PROCEDURES. A MINIMUM OF 72 HOURS ADVANCE NOTIFICATION WILL BE REQUIRED FOR PRODUCT DELIVERY. CHECK WITH LOCAL REGULATORY AGENCIES FOR ANY FURTHER REQUIREMENTS. REPRESENTATIVES ON SITE 4.4 CONTRACTOR SHALL HAVE l E TO ACCEPT AND RECORD ALL PRODUCT DELIVERIES. CONTRACTOR'S REPRESENTATIVE SHALL REMIND DELIVERY COMPANY THAT NO OVERFILL PROTECTION IS INSTALLED AND TO FOLLOW PROCEDURES FOR DELIVERY AS SITUATION DICTATES. 4.5 PRODUCT REMOVAL: ANY REMAINING PRODUCT IN VENT LINES UPON COMPLETION OF TEST SHALL BE REMOVED BY TESTING COMPANY. PART 5 - STARTUP INSPECTION 5.1 SCHEDULING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL SCHEDULING STARTUP AND CHECK-OUT. CONTRACTOR SHALL NOTIFY LOCAL CONSTRUCTION DEPARTMENT AND APPLICABLE MAINTENANCE DEPARTMENT OFFICE A MINIMUM OF 48 HOURS PRIOR TO INTENDED FINAL STARTUP AND CHECK-OUT DATE AND TIME. 5.2 PERSONNEL: CONTRACTOR; FUEL SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE ON -SITE DURING STARTUP, AS APPROVED BY 7-ELEVEN, INC. ALL STARTUPS ARE TO BE DONE BY AN AUTHORIZED MANUFACTURER'S CONTRACTOR FOR THAT PIECE OF EQUIPMENT. 5.3 STARTUP: PHYSICAL STARTUP AND CHECK-OUT OF SYSTEMS AND EQUIPMENT SHALL BE DONE BY AND AT THE DIRECTION `OF 7-ELEVEN REPRESENTATIVE ONLY. CONTRACTOR SHALL NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE SPECIFIC DIRECTIVE OF 7-ELEVEN REPRESENTATIVE. DAMAGE TO ANY 7-ELEVEN EQUIPMENT DUE TO IMPROPER INSTALLATION AND/OR UNAUTHORIZED STARTUP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5.4 SITE COMPLETION: ALL SITE WORK, INCLUDING CONCRETE/ASPHALT PAVEMENTS, SHALL BE COMPLETE. ALL UTILITIES SHALL BE CONNECTED AND OPERATIONAL. ALL LANDSCAPING, INCLUDING SPRINKLER SYSTEMS, SHALL BE COMPLETE. 5.5 VERIFICATION: PRIOR TO SCHEDULING OF STARTUP, CONTRACTOR SHALL OBSERVE AND VERIFY CORRECTNESS AND COMPLIANCE TO 7-ELEVEN'S DRAWINGSAND SPECIFICATIONS FOR THE FOLLOWING, BUT THESE SHALL NOT COMPRISE THE TOTAL LIMIT OF THE CONTRACTOR'S VERIFICATION: 5.5.1 MANHOLES SHALL BE PROPERLY CENTER/INSTALLED AT OVERFILLS,, SUBMERSIBLES, VAPOR RECOVERY, AUTO GAUGING, OBSERVATION WELLS AND SUMP/RISER; 5.5.2 PROPER HEIGHT OF GRAVEL BACK FILL AROUND SUMP/RISERS 5.5.3 TANK I.D. MARKERS INSTALLED IN CONCRETE AT PROPER LOCATIONS. SECTION II INSPECTIONS / TESTING -CONTINUED • 111111111111 �' •+' PART 5 - STARTUP INSPECTION - CONTINUED PART 3 - EXECUTION 5.5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE: 3A PROTECTIONS: PROVIDE ADEQUATE SHORING BRACING, PILING AND CRIBBING. COMPLY WITH ALL OSHA AND LOCAL REGULATIONS AS IT PERTAINS TO SAFETY. 5.5.5 LEAK DETECTORS INSTALLED. 3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AS PRESENTED IN PERMITTED PLANS AND SPECIFICATIONS. 5.5.6 PROTECTED FLEX CONNECTORS ARE PROPERLY INSTALLED WITHOUT TWIST IN INSTALLATION. 3.3 EXCAVATION: EXCAVATE TO LINES, ELEVATIONS AND LIMITS REQUIRED BY THE DRAWINGS, PLUS SUFFICIENT DISTANCE 5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE SUMP/RISERS, AND SPACE TO PERMIT INSTALLATION OF TANKS. EXCAVATE AS REQUIRED REGARDLESS OF TYPE CONDITION OR PROPERLY SET AND SEALED TO TANK MAN WAY OR FITTINGS AND CLEANED OUT FREE OF DEBRIS AND MOISTURE CONTENT OF THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF SAME. CONCRETE. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY 7-ELEVEN DRAWINGS UNLESS TANK MANUFACTURER REQUIREMENTS ARE GREATER. IF EXCAVATION MATERIAL IS FROM AN EXISTING GASOLINE FACILITY ALL 5.5.8 TANKS CLEAN AND FREE OF WATER. ` PRIOR TO PRODUCT FILL, TANKS ARE TO BE CHECKED FOR ANY MATERIALS MUST BE TESTED PRIOR TO REMOVAL: DEBRIS AND WATER. ANY EVIDENCE OF BOTH, TANKS ARE TO BE CLEANED AND WATER REMOVED. 3.4 SAW CUTTING: IF PAVING MUST BE REMOVED, THE PERIMETER OF THE TANK EXCAVATION AND ALL TRENCHES SHALL BE 5.5.9 ISLAND FORM INNER BOXES PROPERLY LEANED OUT FREE OF DEBRIS AND CONCRETE. G S CUT WITH A CONCRETE SAW: NOTE. PAVING TO BE CUT 2 BEYOND EDGES OF EXCAVATIONS IN ALL DIRECTIONS IN ORDER TO GIVE PROPER SUPPORT TO NEW SLAB TO AVOID SETTLING. 5.5.10 DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAME AND DISPENSER SUMPS PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. 3.5 HAZARDOUS MATERIAL: SHOULD ROCK, WATER OR OTHER HAZARDOUS MATERIALS NOT SHOWN ON SOILS TEST BE ENCOUNTERED, LOCAL CONSTRUCTION OFFICE SITE MANAGER SHALL BE IMMEDIATELY CONTACTED FOR APPROVAL TO 5.5.11 SHEAR VALVES SECURED TO FRAME WITH PROPER HARDWARE. PROCEED. , 5.5.12 PHASE II VAPOR RECOVERY LINES STUBBED UP AND SECURED IN PROPER LOCATION. 3.6 PROTECTION: CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN BERMS AT ALL TIMES TO PROTECT TANK EXCAVATION AND TRENCHES FROM DRAINAGE OF SURFACE WATERS. EXCAVATIONS SHALL BE PROPERLY MARKED, 5.513 ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED. VERIFY COMPLIANCE WITH PROTECTED AND BARRICADED FOR SAFETY UNTIL BACK FILL IS COMPLETESURFACING FINISHED. AND REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX CASING. 3.7 SHORING: R - CONTRACTORS ALL BE RESPONSIBLE FOR DETERMINING H EQUIREMENTS FOR SHORING AND PROVIDING 5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER PLUGS INSERTED. SHORING, SHOULD SITE AND/OR SOIL CONDITIONS WARRANT SHORING, REFERENCE SOIL REPORT FOR CONDITIONS WARRANTING SPECIAL REQUIREMENTS. 5.5.15 ALL NOZZLES AND SWIVELS AVAILABLE ON -SITE, INSTALLED PRIOR ONLY IF REQUIRED BY GOVERNIN AUTHORITIES FOR INSPECTION PURPOSES. 3.8 FILLING AND BACK FILLING' PLACE APPROVED FILL MATERIAL IN STRICT ACCORDANCE WITH TANK AND PIPING MANUFACTURER'S SPECIFICATIONS. PROVIDE A 12" BED OF APPROVED BACK FILL OVER BOTTOM OF EXCAVATION PRIOR 5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED. SIGNED AND COMPLETED TO TANK PLACEMENT. BACK FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 12" LIFTS. PERMIT CARD ON SITE. 3.9 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL TIMES. 5.5.17 ELECTRICAL DEVICES INCLUDING LIGHTS, SIGNS AND INTERCOMS PROPERLY INSTALLED, SECURED AND PLUMB 5.5.18 ANY WIRING INSPECTION PORTS IN CANOPY COLUMNS COVERED WITH ACCEPTABLE PLATES. 5.5.19 VENT LINES PROPERLY SECURED, PROTECTED AND INSTALLED AT PROPER HEIGHT. 5.5.20 VERIFICATION OF COMPLIANCE FOR TANK AND LINE TEST AVAILABLE ON SITE. 5.5.21 ALL MANHOLES FREE OF CONCRETE AND DEBRIS, 5.5.22 MANHOLE COVERS PROPERLY PAINTED. 5.5.23 ALL PAINTING COMPLETE INCLUDING CANOPY, DOWN SPOUTS, METALS AND MISCELLANEOUS METALS. 5.5.24 CONCRETE AT ISLANDS AND TANK PAD TRUE, PROPERLY SLOPED AND FINISHED WITH ACCEPTABLE RISE TO MANHOLES. 5.5.25 ELECTRICAL PANELS PROPERLY COMPLETED TO INCLUDE: (A) ONE BREAKER FOR EACH SUBMERSIBLE PUMP, DISPENSER, CONSOLE AUTO GAUGING, DISPENSER LIGHTS' (ALL) AND CANOPY LIGHTS (ALL). B GAS PANEL CONTROLLED BY A MAIN BREAKER. (C) CONTROL BOXES AND DISTRIBUTION BOXES INSTALLED AND WIRED. D INTERCOM INSTALLATION O COMPLETE AND PROPERLY WORKING. (E) ALL APPLICABLE CONSOLE INSTALLATION COMPLETE AND FUNCTIONAL: (F) ALL WIRING PROPERLY IDENTIFIED WITH COLOR CODED WIRING. (G) CONDUITS PROPERLY IDENTIFIED. H ALL BREAKERS IN "OFF" POSITION 5.6 NOTIFICATION: CONTRACTOR SHALL VERIFY ITEMS AS INDICATED ABOVE PRIOR TO SCHEDULING OF STARTUP MONIES AND/OR TIME LOST AT STARTUP DUE TO NOW COMPLIANCE SHALL BE CHARGED TO CONTRACTOR ACCORDINGLY. 5.7 EQUIPMENT SHALL BE TESTED PER SPECIFICATIONS ON SHEET G17.0. 5.8 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL TIMES. SECTIONIII EARTHWORK PART 1 GENERAL 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO EARTHWORK 01 • PART 1 - GENERAL - 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE INSTALLATION OF FUEL STORAGE TANKS. PART A*2 - PRODUCTS 2.1 TANKS: SHALL BE DESIGNED AND MANUFACTURED SO AS TO BE CORROSION PROTECTED PER EPA REQUIREMENTS. APPROVED TANKS SHALL BE: 2.1.1 DOUBLE WALL FIBERGLASS TANKS 2.2 HOLD DOWN STRAPS: SHALL BE SUPPLIED BY TANK MANUFACTURER ONLY. FIELD FABRICATED UNITS ARE NOT ACCEPTABLE. 3 S PART � - INSTALLATION 3.1 MANUFACTURING: REFER TO TANK MANUFACTURER'S CRITERIA AND SPECIFICATIONS FOR TANK INSTALLATION AND ADHERE TO AS REQUIRED. 3,2 CLEARANCES: MINIMUM CLEARANCE FOR TANKS SHALL BE AS FOLLOWS: SHOULD REQUIREMENTS OF TANK MANUFACTURER OR SOIL CONDITIONS DICTATE GREATER CLEARANCE, ADHERE TO ACCORDINGLY. 3.2.1 BOTTOM`. PROVIDE MINIMUM OF 12" BEDDING MATERIAL BETWEEN BOTTOM OF EXCAVATION OR PAD AND BOTTOM OF TANK. 3.2.2 SIDES: PROVIDE MINIMUM OF 2'0" BETWEEN TANKS AND 3' FROM SIDE/END OF TANK TO WALL OF EXCAVATION. 3.2.3 TOP: PROVIDE 42" FILL MATERIAL OVER TANK PLUS 8" OF CONCRETE 3.3 TESTING: PRIOR TO INSTALLATION OF TANKS TESTING PER MANUFACTURER'S INSTRUCTIONS SHALL BE PERFORMED ON TANK(S). ON DUAL WALL TANKS, CONSULT TANK MANUFACTURER FOR TESTING CRITERIA. 3.4 PLACEMENT: 3.4.1 REFER; TO SITE PLAN FOR TANK PLACEMENT AND PRODUCT ROTATION. 3.4 2 PRIOR TO SETTING OF TANKS, REMOVE ALL FOREIGN DEBRIS, ROCKS, CLODS, GARBAGE, ETC. FROM EXCAVATION, 3.4.3 PLACE TANKS ONLY ON APPROVED FILL. DO NOT SET ON CONCRETE OR WOOD. PART 2 - P R 'wF 3.4A NOT USED. 3.4.5 TANKS SHALL BE BURIED TO MINIMUM DEPTH AS PER ABOVE AND AS SHOWN ON FUELING 2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND PIPING MANUFACTURER'SSPECIFI SPECIFICATIONS. C ONS: DRAWINGS. TANKS MAY REQUIRE GREATER BURIAL DEPTH IF INSTALLED IN REMOTE POSITION TO ALLOW FOR PROPER SLOPE ON VENT LINES,VAPOR LINES SECONDARY CONTAINMENT PRODUCT 2.1.1 PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZE LINES. VERIFY DEPTH AS REQUIRED. (IF BURIAL DEPTH EXCEEDS V-0" (60"), NOTIFY 7-ELEVEN NOT LESS THAN 1/8" OR MORE THAN 3/4". MANAGER) 2.1.2 STONE OR GRAVEL CRUSHING: SHALL BE WASHED MATERIAL WITH ANGULAR PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 1/2". 2.1.3 BACKFILL OR OTHER MATERIAL MUST BE APPROVED BY TANK MANUFACTURER. NOTE: MATERIALS T RIALS MUST MEET ASTM C 33 PARAGRAPH 7:1 FOR QUALITY AND SOUNDNESS FILL MATERIAL SHALL NOT HAVEMORETHAN 3% PASSING A #8 SIEVE. DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT. REVIEWED FOL I CODE COMPLIANCE ST.`LUCIE COUNTY BOCC c 0 Q U a) m 1* I Proto 11-05-18 1 co o } ti U X d" CO Z U• ' ~ �cn`n O z z �Zm Q ® > �YL�. LU L z - 06 LLI > O W O w D- w 0_ > 0' a In J w 0 w W w00 o] W Q�0 u_ o C) Z M z w W z U_ N E W y . a u5 E Liul�Yl Q 9 D 0 0 w �N 2.. w o� a aaum: R 00 p o _ J N Iw- O Y F- 6� O N Q Z O Q co m 0 C Y cu O tB � In � � U -o o vc.n vN m N C a) C N c m L W L�mmwco0Cc:cj; a0ooXEN@EN 3 mw O'O = c N N � (D 'L -co C N . �L O a w : am@oa�L3 c QL�Lw_t�O No.I-.'a yo0) 0 o o . 1'r E N°�O�SR 3:acio'm C m N Q N Or)e f6._ cE._. moG� 2>o0�>mm ,'� OLt(of uva m g E o c W-'U N" a C N N� 0 o SO o N 2 oL �� w=w c S,.o- at- O Ur N l/�o71 // �4✓���CENSR •,� * r 72850 a� 2E SHEET: 8=. 4.0 FUELING - USA 111 1 mg1111'. p a SECTION IV TANK INSTALLATION - CONTINUED SECTION V CONCRETE -CONTINUED SECTION VI PIPING c Q PART 3 - INSTALLATION - CONTINUED ART 3 - EXECUTION PART 1 - GENERAL - 0 PE SEALANT TO INTERNAL 3 5 PLUGS. ALL UNUSED PLUGS SHALL BE REMOVED. APPLY COMPATIBLE NON -HARDENING PI SE R 3.1 AND GRADE CONTROL. ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS BY MEANS OF LINE N GRADE 1.1 SCOPE. THIS SECTION COVERS THE FURNISHING OF ALL LABOR MATERIALS SERVICES .EQUIPMENT AND RELATED BUSHING THREADS, PERMANENT METAL PLUGS SHALL BE INSTALLED AT ALL UNUSED OPENINGS. STAKES AND SCREEDS. APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENTAL TO A COMPLETE PIPING SYSTEM FOR AGASOLINE INSTALLATION. 3.6 THE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED SHALL NOT BE OVER AS THIS MAY CAUSE THE BUSHING 3.2 FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF CONCRETE MEMBERS. BRACE AND TO UNSCREW WITH THE PLUG. CARE SHALL BE TAKEN NOT TO CROSS THREAD OR DAMAGE THE NOW METALLIC BUSHINGS SECURE TO WITHSTAND PLACING OF CONCRETE AND MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING. SUFFICIENTLY TIGHT AND SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FORMS IN SUCH A � �� - C x° PART P RO D U F 0 z � MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE. FORMS SHALL BE IN OR NEAR NEW CONDITION; 4k 3.7 WET HOLE INSTALLATION. SHOULD GROUNDWATER BE PRESENT IN TANK EXCAVATIONS, 7-ELEVEN'S LOCAL CLEAN; SMOOTH AND WITHOUT INDENTATIONS OR BENDS. INSTALL SLEEVES; MANHOLES, CAPS, BOXES AND POSTS IN CONSTRUCTION ENGINEER MUST BE NOTIFIED. PROPER LOCATIONS AND HEIGHTS:, EXPANSION JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLED WITH TOP AT 2.4 PRODUCT PIPING. PRODUCT PIPING AND FITTINGS SHALL BE DOUBLE WALL RIGID FIBERGLASS PIPING AS SPECIFIED BY > ELEVATIONS OF FINISHED CONCRETE: NEATLY FINISH EDGES OF EXPOSED CONCRETE ALONG JOINTS A SLIGHTLY 7-ELEVEN. PIPING MUST SLOPE 1/8 PER FOOT MINIMUM FROM DISPENSER ISLAND TO STP SUMP. � L BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT SYSTEMS 3.7.1 WELL POINT: WATER SHALL ( ) AND ROUNDED EDGING TOOL. U (S). PROPERLY SIZED PMP 2.2 VENT PIPING: PIPING SHALL BE, FIBERGLASS PIPE. VENT LINE RISERS SHALL BE BLACK IRON PIPE AND EXTEND 5' ABOVE Proto 11-05-18 " '-0ABOVE FINISHED GRADE. VENT LINE RI L 3.3 REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON DRAWING METAL REINFORCEMENT AT ADJACENT STRUCTURE OR 12RISERS SHALL NOT BE INSTALLED ON BUILDING T P 3:7.2 ANCHOR STRAPS: DEAD MAN AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. LACE HE TIME CONCRETE T CO C ETE IS PLACED, SHALL BE FREE FROM COATINGS WHICH WILL DESTROY OR REDUCE THE: BOND. METAL UNLESS APPROVED IN WRITING.-< " FROM OUTSIDE VERTICAL LINE OF TANKS AS DENOTED ON DRAWINGS. 6 F O REINFORCEMENT SHALL BE STORED SO AS TO PREVENT FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT -' ALL REINFORCEMENT SHALL FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS OF ACI. METAL 2.3 STAGE 11 VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS. PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM 3.7.3 TIE DOWNS: SUPPLIED BY TANK MANUFACTURER. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. SPLICES IN ADJACENT BARS DISPENSER ISLAND TO TANK. SHALL BE LAPPED 36 DIAMETERS AT CORNERS AND SPLICES, AS REQUIRED. � >_ 3.7.4 TAKE-UP FIXTURE & TURNBUCKLE. TO REMOVE CABLE SLACK, UTILIZE THE TAKE-UP FIXTURE FOR 8' 2.4 BACK FILL: ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL AND AS PER MANUFACTURER'S o Q 4" W B: DIA. TANK: MIN SIZE 26" MAX SIZE 3. WEIGHT 16 L 3.4 MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE READY MIXED AND SHALL MEET REQUIREMENTS OF ASTM SPECIFICATIONS. � C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE DELIVERY TICKETS OF EACH TRUCK LOAD TO OWNER'S LOCAL QmQ = U) 3.7.5 STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS: CONSTRUCTION OFFICE WHEN REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR X N 0 Z ;I--T ENTRAINMENT (IF ANY) AND BRAND OF CEMENT. NOTE AMOUNT OF WATER ADDED AT JOB. PART 3 - INSTALLATION U H , O M In � 3.7.6 COATING: COVER ALL NON -GALVANIZED HARDWARE WITH TWO (2) COATS OF ASPHALT Ur I - oo 'It IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL 3.5 PLACING CONCRETE: MANUFACTURERS z Z Z Q co 3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ^ > Y J U - 3.8 LIFTING; TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, UTILIZING LIFTING LUGS 3.5.1 NOTIFICATION: THE CONTRACTOR SHALL NOTIFY THE OWNERS LOCAL CONSTRUCTION OFFICE AT INSTRUCTIONS AND STATE AND LOCAL CODES. U- LL z - v L D DROPPED OR WRAPPED WITH CHAINS. EQUIPMENT OF SUFFICIENT PROVIDED ON TANKS. TANKS SHALL NOT BE ROLE P LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR SHALL NOTIFY ALL TRADES 3.2 THE THE FINAL ARRANGEMENT OF THE SHALL SUIT CONDITIONS, THE LU p p U W z SIZE DESIGN AND LIFT CAPACITY SHALL BE UTILIZED FOR SETTING OF TANKS. SHOULD TANKS BE BUMPED, AFFECTED BY CONCRETE PLACEMENT AT LEAST 24 HOURS BEFORE PLACING ANY CONCRETE IN DRAWINGS ARE DIAGRAMMATIC AND WORK FIELD CHARACTERISTICS OF THE MATERIALS USED, AND THE INSTRUCTIONS OF THE CONSTRUCTION MANAGER. VERIFY ALL U Q Q W � LLI d DENTED DROPPED'OR MISHANDLED IN ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURERS ORDER THAT TRADES AFFECTED MAY INSTALL REQUIRED BLOCKING SLEEVED, POCKETS,. ETC. O O W W REPRESENTATIVE IMMEDIATELY CONTACTED FOR RE -CERTIFICATION OF TANKS. CONTACT LOCAL CONSTRUCTION OFFICE DIMENSIONS IN THE FIELD. ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPERATION, - U) W (L LY UPON NOTICE OF QUESTIONABLE HANDLING OF TANKS OR NOTABLE DAMAGE THERETO OR SITE MANAGER IMMEDIATE Q 3.5.2 PROTECTION: PROTECT ALL WORK OF OTHER TRADES AS REQUIRED. ` MAINTENANCE, SERVICE REPAIR OF THE WORK. J }jjj O (D 0 3.3 LOCATE UNDERGROUND UTILITIES IN THE STARTING EARTHWORK w J Z p - 3.9 BACK ONCE TANKS PROPERLY SET PLACE CAREFULLY BACK FILL ENTIRE EXCAVATION, HAND PLACEMENT:NTOPERATIONS. 3.5.3 WETTING THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE PLACING CONCRETE. IDENTIFY AND MARK EXISTING AREA OF WORK BEFORE A ) W O J W Z 0- SHOVELING AND TAMPING ALONG BOTTOM OF TANK(S)SO THEY ARE EVENLY SUPPORTED AROUND BOTTOM. SPECIAL SHOVE IN IF UTILITIES ARE TO REMAIN IN PLACE PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK jti m W Y ATTENTION SHALL BE PAID TO BOTTOM QUARTER. POINTS ELIMINATING. ANY VOIDS IN FILL AT THESE POINTS. DO NOT DROP 3.5.4 PLACING: PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614. MINIMUM CONCRETE COVER OVER PROCEDURES. 0 U_ U � p LL TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE DENSITY. BACKFILL BACK FILL FROM HIGH DISTANCE ONTO S Q REINFORCEMENT SHALL CONFORM TO ACI 318. USE HANDLING EQUIPMENT AND METHODS TO Q _ U PLACEMENT PER MANUFACTURER INSTALLATIONSPECIFICATIONS. INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT SPACE TAMP AND 3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT THOROUGHLY AND ELIMINATE CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE C) o Z VOIDS. DO NOT ALLOW FREE FALL OF CONCRETE TO EXCEED 5'. OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN SATISFACTORY M 3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS SHALL BE FILLED WITH BALLAST (WATER) TO AVOID SHIFTING CONDITION. MOVEMENT. COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. DO NOT INSTALL SUBMERGIBLE PUMPS IN 3.6 FINISHING CONCRETE: TANKS FILLED WITH WATER. DO NOT BALLAST TANKS ABOVE LEVEL OF BACKFILL: 3.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND AUTO GAUGING ADAPTATIONS 3.6.1 SLABS SHALL BE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF1/4" WHEN TESTED SHALL BE A 4" DIAMETER PIPE. 3.11 PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION FOR TANK EXCAVATION WITH A 10' STRAIGHTEDGE AT TINTERVALS IN BOTH DIRECTIONS. SCREED AND FLOAT CONCRETE FROM SURFACE WATERS WITH DAMS; BERMS, OR OTHER MEANS PENDING COMPLETION OF INSTALLATION. EXCAVATION FOR SLAB WITH STRAIGHT EDGES TO BRING SURFACE TO REQUIRED FINISHED LEVEL: WOOD FLOAT 3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS EXCEPT N T U SHALL BE MARKED AT ALL TIMES WITH LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NOT BE CONCRETE WHILE STILL GREEN TO A TRUE; EVEN .SURFACE WITH NO COARSE AGGREGATE VISIBLE. WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY 0 ; x AS `P POSSIBLE. ALLOWED TO ACCUMULATE IN EXCAVATION. DE WATER AS REQUIRED TO MAINTAIN EXCAVATION AS DRY OSS AFTER SURFACE MOISTURE HAS DISAPPEARED, STEEL TROWEL SURFACE TO A SMOOTH, EVEN FINISH, FREE FROM BLEMISHES AND TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF SERVICE HAS BEEN PROVIDED. 3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF AREA. DO NOT USE 7. -= p SECTION ECT I O N V NON -SLIP TEXTURED UNIFORM CONCRETE WITH BRISTLE BROOM TO RESULT IN A MEDIUM, ; TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY DRAINAGE DITCHES. REMOVE ALL TRASH, DEBRIS AND FOREIGN � CONCRETE _ SURFACE. STROKE CROSSWISE TO LENGTH. MATERIAL FROM TRENCHES PRIOR TO PLACING PIPING MATERIAL. &7 CURING: UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM, PROTECTIVE CURE FOR ALL SLABS. DO NOT USE I F L CALCIUM CHLORIDE, CURING METHODS SHALL CONFORM TO ACI STANDARD 605-99 AND ACI STANDARD 306-66. &8 ALL PRODUCT, VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM TANKS. A MINIMUM OF 2" IN 8' (1/8" /FT) WITH NO P ART 1 N E RA L SAG OR TRAPS. LINES SHALL BE IN TRENCHES WITH A MINIMUM OF 6"OF BACK FILL MATERIAL BELOW AND ON EITHER SIDE _GENERAL 3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT ANY AND A MINIMUM OF 18" OF BACK FILL MATERIAL ABOVE. 1.1 SCOPE. THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS; SERVICES, EQUIPMENT AND APPLIANCES SUPERIMPOSED LOADS: 3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTERS AND VAPOR RECOVERY ADAPTER SHALL BE LOCATED AT TANK REQUIRE D IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO CONCRETE 3.9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER. OPENINGS AS SHOWN ON DRAWINGS. PARTr - PRODUCTS 3.10 TEMPERATURE 3.10 FILL PIPE SHALL HAVE OVER SPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON DRAWINGS. z W 3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS THAN 40 3.11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER SHALL BE CUT TO THE PROPER z � 8 2.1 NIATERIALS: DEGREES FAHRENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND 70 DEGREES LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN 5" (+ OR - 1")'OF THE TOP OF THE MANHOLE. 2.1.1 AIR ENTRAINING AG ENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY PROTEX INDUSTRIES OR FAHRENHEIT FOR MINIMUM OF 72 HOURS: 3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS. w g APPROVED EQUAL. 3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING FOG SPRAY, a SPRINKLING NDIN E COVERING A PO G OR WET CO ER NG IN ADVANCE OF PLACEMENT. TAKE SUCH PROTECTIVE 3.13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER EACH DISPENSER AND SECURED TO CL z ° � 2.1.2 PORTLAND CEMENT. CONFORM TO ASTM C-150 TYPE I; TYPE 11 WHERE WATER SOLUBLE SULFATES MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING OPERATIONS WILL ALLOW: THE DISPENSER BOX. THESE VALVES MUST BE INSTALLED WITH THE SHEAR SECTION FLUSH AT THE TOP OF THE ' a � - ARE PRESENT. DISPENSER SUMP, AS DENOTED ON PLANS: 0' s ' 3.11 TESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S CONSTRUCTION MANAGER. THE 2.1.3 AGGREGATES. CONFORM TO ASTM C 3 3. OWNER SHALL PAY FOR ALL CONCRETE TESTING. COMPACTION TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY Q .14 3ALL AFTER PIPING IS COMPLETE AND PRIOR TO BACK FILLING, ALL PIPING INCLUDING VENT LINES SHALL BE ISOLATED = 2- CONCRETE ON GRADE. CONTRACT OWNERS ENGINEERING SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE FROM THE TANK AND TESTED PER MANUFACTURERS TESTING INSTRUCTIONS, F- 2.1.4 WATER: SHALL BE CLEAN AND POTABLE. PAID FOR BY OWNER. 3.15 IF SUBMERGED; PUMP RISER IS TO BE LENGTHENED, THE PROPER 4" THIN WALL RISER AS PRODUCED BY MANUFACTURERF�jj 12 2.1.5 SAND: CONFORM TO ASTM C-144. 3.12 THICKNESS: SHALL BE USED. ig j WISE 2.1.6 STEEL REINFORCING: CONFORM TO ASTM A 615, GRADE 60 (EXCEPT WHERE NOTED OTHER ) 3.12.1 SLAB OVER TANKS SHALL BE8 CONCRETE SLAB WITH #3 REINFORCING BARS AT 121, OC EACH WAY 3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT LIST, REFER TO LIST OF YIELD STRENGTH 60,000 PSI. ON 3" SADDLES (CHAIRS). ADDITIONAL REINFORCING AROUND MANHOLES IN UPPER PORTION OF MATERIALS SUPPLIED BY OWNER. 00 p p Q = 2.1.7 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES; ETC.; SHALL BE COLD DRAWN WIRE WITH THE TANK SLAB SHALL BE ON 5" SADDLES (CHAIRS)' 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE POSITIONED IN EXCAVATION HOLE PRIOR o W I- N C) IY Y -� I - 'BAR SUPPORTS FOR CONCRETE RESTING ON EARTH OR GRAVEL SHALL BE PRE HEIGHTS REQUIRED.3.12.2 CANOPY SLABS SHALL BE 6 CONCRETE. REINFORCEMENT SHALL BE #TS AT 18 OC EACH WAY. TO PLACIN BED IN ATERIAL AN P T G D G M D SU PORTED O REMAIN VERTICAL DURING BACK FILL OPERATIONS. BOTTOM OF Q O N CAST BRIQUETTES OR INDIVIDUAL HIGHCHAIRS NO. HCP WITH WELDED PLATES ON BOTTOM AS ,, REINFORCEMENT SHALL 8E ON 2 SADDLES (CHAIRS). OBSERVATION WELL(S) SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK EXCAVATION PIT. TOP OF PIPE TO TERMINATE Z 04 O 0 MANUFACTURED BY HOHMANN & BERNARD INC. IN 12" DIAMETER OBSERVATION BOX. SLOTTED SAMPLE WELL MATERIAL SHALL BE FURNISHED BY CONTRACTOR. LOCKING U) >+ 3.13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY FUEL CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED CAPS AND KEYED ALIKE LOCKS PROVIDED TO 7- REPRESENTATIVE. INC.LEVEN, NTATIVE. ¢ >+ co 2.1.8 FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD. KNOT HOLES, BY THE CANOPY COMPANY. ALL MATERIALS SHALL BE EQUAL TO OR BETTER THAN SPECIFIEDELSEWHERE IN THIS SECTION. m a) DEFORMATIONS, ETC.; SHALL NOT BE ALLOWED. 3.18 CODES: THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, & NFPA 30A AUTOMOBILE AND MARINE SERVICE C 3.14 PROTECTION OF ALL CONCRETE SURFACES: IT I H RESPONSIBILITY E S THE RES ONS BILITY OF THE GENERAL CONTRACTOR TO PROTECT ALL STATION CODE. 1S BY REFERENCE MADE A PART OF THIS SPECIFICATION. SAID CODE SHALL DICTATE MINIMUM cp 3 M CONFORMING TO ASTM D-60-T. 2.1.9 EXPANSION JOINT FILLERS:. ASPHALT IMPREGNATED FIBERBOARD C CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER INCLUDING EXCESSIVE LOADING SHIPPING CRACKING ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR p U M L L U USE 1/2" THICK OR AS INDICATED ON DRAWINGS. TOP OF JOINT MATERIAL SHALL BE SET 1/2" BELOW STAINING PAINT SPLATTERS ETC. THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM MORE STRINGENT REQUIREMENTS WHICH In TOP SURFACE OF SLAB. FILL VOID WITH GASOLINE RESISTANT SEALER. COLOR AND TEXTURE AT COMPLETION OF THE PROJECT. REPLACE ANY CONCRETE DAMAGE DURING CONSTRUCTION. Y-Dam v 3:19 STARTUP: PRIOR TO STARTUP AND CHECK-OUT OF SYSTEM, PRODUCT LINES SHALL PASS HYDROSTATIC LINE TEST. ALL � � c a� c w ° ` o 0 N 2.1 10 CALCIUM CHLORIDE: NOT PERMITTED. 3.15 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS. SITE IMPROVEMENTS. INCLUDING PAVEMENTS AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST. t = m m o m m c 3 Hoo>�QLW3r Ea 2.2 CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL GUARANTEE CONCRETE 320 INSPECTIONS: PIPING INSPECTION SHALL BE PERFORMED BY 7-ELEVEN INC.'S APPOINTED REPRESENTATIVE. o o - c m m p o m o STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, OR REQUIRED OTHERWISE BY CODES; SHALL BE m E c o ,-on 3 t r r DESIGNED FOR 4,000 PSI STRENGTH AT 28 DAYS WITH NOT LESS THAN 5 1/2 BAGS OF CEMENT PER CUBIC YARD OF 3. 1 2 I A T K CLEAN AND NEAT AT CLEANUP: CLEANUP ALL DEBRIS CAUSED BY HE WORK OF SECTION, KEEPING THE PREMISES C A 0-10 = 0 = ~ o o a) P a ; d 2 u CONCRETE. NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A 4" SLUMP. AIR ALL TIMES. o o t 2 o m L o o ,. > -o a000a)N= . mcaE CONTENTS SHALL RANGE BETWEEN 4%AND 7%, 4 L N >_ = c m 3 m,o m m m coo U O _ m am, a) a) 00 EEE-2V�-m 'U(_� p.-OO O- C�m.a) m QOa) Aa)DE COjV�� o or O CL C o o x�\\1llillll,/U///, HES$F�T� 72850 REVIEWED, FOR CODE COMPLIANC 1, r PART 1 - GENERAL 1A SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE FURNISHING AND INSTALLATION OF COMPLETE ELECTRICAL WORK INCLUDING: 1.1.1 ` ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM,INCLUDING CONDUITS PANEL BOARD OUTLET BOXES, WIRING, SWITCHES, OUTLETS; ETC. 1.1.2 CONDUIT AND WIRING SYSTEM FOR INTERCOM. 1.1.3 WIRING SYSTEM TO SERVE ALL ELECTRIC -USING DEVICES, LIGHTING_ FIXTURES, PUMPS, CONTROL EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING EQUIPMENT. 1.1.4 POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT. 1.1.5 ALL CONDUITS, CONNECTIONS, WIRE AND STUB -OUTS FOR FASCIA SIGN(S) (WHEN SHOWN), CANOPY LIGHTS, PRICE SIGN(S) AND CANOPY MOUNTED FLOOD LIGHTS. 1.1.6 CONDUITS AS MAY BE SHOWN FOR "FUTURE EQUIPMENT" ON DRAWINGS: REQUIRED IN CONJUNCTION WITH ELECTRICAL FILL AS RE 1.1.7 ALL TRENCHING, EXCAVATIONS AND BACK I Q WORK 1A.8 INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE SPECIFICATIONS, BUT WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL SYSTEMS IN CONFORMANCE WITH ORDINANCES AND THE NATIONAL ELECTRIC CODE. REQUIREMENTS OF LOCAL CODES AND OR ES E L 1.2 CODES AND REGULATIONS; COMPLY WITH LATEST REQUIREMENTS OF LOCAL UTILITY COMPANY, LOCAL, STATE, OSHA, NATIONAL ELECTRIC CODES, NATIONAL FIRE PROTECTIVE ASSOCIATION AND LOCAL, ELECTRICAL INSPECTION AUTHORITY. REPORT TO OWNER IMMEDIATELY ANY DISCREPANCIES. BETWEEN DRAWINGS AND CODES. PROVIDE INSTALLATION SUPERIOR TO CODE WHERE SO INDICATED ON DRAWINGS AND SPECIFIED HEREIN. 1.3 PERMITS FEES TAXES: ARRANGE AND PAY FOR ALL NECESSARY PERMITS, FEES, AND TAXES. 1 A PROGRESS OF WORK: SCHEDULE WORK WITH THAT OF OTHER TRADES AND IN RELATION TO ENTIRE INSTALLATION SO THAT THE ENTIRE PROJECT CANBECOMPLETED PER CONSTRUCTION SCHEDULE. 1.5 CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING; ETC. AS NECESSARY FOR ELECTRICAL WORK UNDER DIRECTION OF GENERAL CONTRACTOR. WORK FOUND TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BE CORRECTED AT THE DIRECTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. MAKE REPAIR WORK TO BE DONE BY SKILLED CRAFTSMEN IN TRADES INVOLVED, BUT PAID FOR THE ELECTRICAL SUBCONTRACTOR. SECTION VI I ELECTRICAL WORK -CONTINUED PART 3 - EXECUTION 3.1 GENERAL: COORDINATE TIME SCHEDULES, INSTALLATION, HOOKUPS AND MISCELLANEOUS PROCEDURES WITH ALL OTHER TRADES THAT WILL BE INVOLVED TO EXPEDITE THE COMPLETION OF THE CONTRACT. THE ELECTRICAL SUBCONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR THE PROPER INSTALLATION OF THE ELECTRICAL WORK. 3.2 CONDUITS: FURNISH AND INSTALL A COMPLETE OVERALL CONDUIT RACEWAY SYSTEM FOR ALL WIRING AND CONDUCTORS. PROVIDE SIZES AND RACEWAYS AS INDICATED ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE FOR CONDUCTORS TO BE CONTAINED: ALL RACEWAYS SHALL CONFORM TO THE FOLLOW REQUIREMENTS: 3.2.1 CONCEAL ALL CONDUIT RUNS EXCEPT WHERE EXPOSED RUNS ARE AUTHORIZED BY OWNER'S CONSTRUCTION MANAGER IN WRITING. 3.2.2 ACTUAL CONDUIT RUNS ARE NOT GENERALLY INDICATED; CONDUITS AT TANKS SHALL NOT CROSS OVER TANKS. PLACE CONDUIT THROUGH EACH END OF TANK EXCAVATION AND PLACE FIELDS PARALLEL WITH AXIS OF TANKS. 3.2.3 CLEAN AND DRY ALL RACEWAYS THOROUGHLY BEFORE CONDUCTORS ARE PULLED IN. 3.2.4 FLASH AND COUNTER FLASH CONDUITS WHICH PENETRATE THE CANOPY DECKING. 32.5 PROVIDE SEAL -OFF FITTINGS WHERE CONDUIT RUNS ENTER OR LEAVE HAZARDOUS AREAS OF DISSIMILAR CONDITIONS SUCH AS TEMPERATURE, HUMIDITY, ETC. 3.2.6 FURNISH AND INSTALL COMPLETE RACEWAY SYSTEM, INCLUDING CONDUITS AND OUTLETS, AS INDICATED AND AS REQUIRED Q D FOR INTERCOM SYSTEM, GAS PRICE SIGNS SECURITY LIGHTING AND CANOPY LIGHTING SYSTEM, AND LIGHTED FASCIA SYSTEM WHERE APPLICABLE. CONDUIT AMOUNTS AND SIZES SHALL BE AS SHOWN ON GASOLINE DRAWINGS. ADDITIONAL CONDUITS AND CIRCUITS WILL BE REQUIRED FOR LIGHTED FASCIA SYSTEMS. PROVIDE AS REQUIRED. 3.3 LIGHTING: INSTALL ALL LIGHTING FIXTURES AND LAMPS AS INDICATED ON DRAWINGS. SECURELY MOUNT ALL FIXTURES; U S, PROVIDE ALL ADDITIONAL HANGERS AND D SUPPORTS AS NECESSARY. TO SECURELY FASTEN AND SUPPORT FIXTURES. CLEAN ALL FIXTURES AND LAMPS UPON COMPLETION OF THE PROJECT. CONTRACTOR SHALL VERIFY AMOUNT AND TYPE OF ISLAND/CANOPY LIGHTING SYSTEMS. SHOULD ADDITIONAL CONDUITS/CIRCUITS BE REQUIRED, VERIFY THROUGH LOCAL CONSTRUCTION OFFICE AND PROVIDE AS REQUIRED. 3.4 SIGNS AND LIGHTED FASCIA: VERIFY FINAL LOCATIONS AND TYPE WITH OWNER. FURNISH AND INSTALL ALL CONDUITS AND WIRES WITH STUB -OUTS AS DIRECTED. MAKE FINAL CONNECTIONS AS REQUIRED. 3.5 OUTLETS: COORDINATE LOCATION OF ALL ELECTRICAL EQUIPMENT, INCLUDING INTERCOM OUTLETS, SWITCHES, RECEPTACLES, CONTROLLERS, PANEL BOARDS, SWITCH GEAR, ETC., TO AVOID INTERFERENCE AND OBSTRUCTIONS WITH EQUIPMENT OF OTHER CRAFTS AND TRADES SO THAT ELECTRICAL EQUIPMENT WILL NOT BE BLOCKED OR MADE INACCESSIBLE OR IMPERMEABLE. PROVIDE WEATHERPROOF OUTLETS WHERE EXPOSED TO THE WEATHER OR TO MOISTURE. SECTION VIII CONTINUED PART 2 - PRODUCTS 2.1 PAINT MANUFACTURERS AND PRODUCTS: PAINTING SYSTEM AS SPECIFIED WITHIN THE 7-ELEVEN STORE STANDARDS MANUAL. 2.2 PAINTING COATS AND PRODUCTS: SUPPLIED BY CONTRACTOR 2.2.1 PAINT ALL MANHOLES COVERS AND 4" SURROUNDING CONCRETE, INSIDE AND OUT, IN ACCORDANCE WITH STANDARD INDUSTRY COLOR CODE AS SHOWN: API COLOR CODES: OBSERVATION WELL PROVIDED BY MANUFACTURER UNLEADED REGULAR WHITE W/BLACK CROSS UNLEADED PREMIUM' RED W/WHITE CROSS UNLEADED REGULAR W/EXTENDER WHITE W/BLACK CROSS & BLACK BAND UNLEADED PREMIUM W/EXTENDER RED WIWHITE CROSS & WHITE BAND DIESEL SOLID YELLOW VAPOR RECOVERY SOLID ORANGE KEROSENE SOLID BROWN INTERSTITIAL BLACK 2.2.2 PAINT FASCIA SIGN FRAMES. PAINT GLOSSY WHITE- 2 COATS. PART 3 EXECUTION 3.1 PROTECTION: COVER ENTIRE CONCRETE SURFACES, NO PAINT OR SOLVENT SHALL BE ALLOWED TO COME IN CONTACT WITH CONCRETESURFACES. WHERE I BE ME NECESSARY, IN ORDER T R T T BECOMESO EXECUTE HIS WORK, FOR PAINTER O REMOVE COVERINGS, PLATES, ETC., PLACED BY OTHER CONTRACTORS IN ANY BRANCH OF THE WORK, HE SHALL REPLACE SAME IN PROPER MANNER. IN SITUATIONS WHERE SAID COVERINGS, PLATES, ETC'., CANNOT BE READILY REMOVED, PAINTER H S ALL PROTECT THE WORK IN SOME OTHER SATISFACTORY MANNER, OILY RAGS AND WASTE MUST BE REMOVED EVERY NIGHT, UNDER NO CIRCUMSTANCES SHALL THEY BE ALLOWED TO ACCUMULATE. PAINTING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE WORK OF OTHER SUBCONTRACTORS AND SHALL REPAIR OR REPLACE AS NECESSARY TO THE SATISFACTION OF THE OWNER. 3.2 PREPARATION OF SURFACES: INSPECT ALL SURFACES TO BE PAINTED. REPORT ANY DISCREPANCIES TO THE CONTRACTOR PRIOR TO START OF WORK. STARTING OF PAINT APPLICATION SHALL CONSTITUTE ACCEPTANCE OF SURFACES AS SUIT FOR E RECEPTION OF PAINT APPLICATION, DRY, ABLE H R C O .ALL SURFACES SHALL BE CLEAN AND BETWEEN 50 AND 90 DEGREES FAHRENHEIT AT TIME OF PAINT APPLICATION. CLEAN METAL OF MILL SCALE, RUST, OIL, GREASE AND FOREIGN MATTER.' CLEAN GALVANIZED METAL ACCORDING TO SSPC-SP 1-63 SOLVENT CLEANING. PROTECT ADJACENT AND FINISHED WORK FROM PAINT. c 0 Q U rml a� m 0 0r M O } Ln Q rl- X �O W d =� U ~ CY)� � Z Z (zM > *LL Z - 06 pW W n ZQo O Wow W %IFL J W2� W Jp0 e W �LI Z LL 0] U �O LL = U o o z N M U) z O _U LL U W D_ In 0 z_ J W LL gg�� 3"$R _ PRODUCTS 3.6 ISOLATED GROUND: IT IS MANDATORY THAT GASOLINE EQUIPMENT REQUIRING ISOLATED GROUND SHALL BE PROVIDED 3.3 APPLICATION OF PAINT: DO NOT THIN, ADULTERATE OR CHANGE MATERIALS EXCEPT AS RECOMMENDED BY WITH SAME. MINIMUM CIRCUITS REQUIRED, BUT NOT LIMITED TO, SHALL BE: INTERCOM, GAS CONSOLE AND GASOLINE MANUFACTURER. EMPLOY ONLY SKILLED MECHANICS FOR WORK. ALL PAINTING SHALL BE BRUSHED, SPRAYED OR 2.1 IDENTIFICATION OF EQUIPMENT AND WIRING. PROVIDE IDENTIFICATION WITH DYMO TAPE OR EQUAL FOR ALL SERVICE TANK MONITORING SYSTEM. ROLLED EVENLY FOR THOROUGH COATS WITHOUT RUNS, SAGS OR OTHER BLEMISHES. ALLOW EACH COAT TO DRY EQUIPMENT INCLUDING MAIN SWITCH GEAR PANELS DISCONNECT SWITCHES CONDUITS ENTRANCE AND DISTRIBUTION QU BEFORE APPLYING SUBSEQUENT COATS. ALL SURFACES TO RECEIVE A MINIMUM OF 2 COATS AS NECESSARY TO ACHIEVE` ETC., AND FOR MOTOR FEEDERS INCLUDING SWITCHES, STARTERS AND MOTORS.'. 3.7 EXCAVATION AND BACK FILLING: ALL EXCAVATION AND BACK FILLING NECESSARY FOR THE INSTALLATION OF ELECTRICAL AN APPROVED FINISH. APPLICATION OF PAINT ETC. SHALL BE IN STRICT COMPLIANCE WITH MANUFACTURER'S , , DIRECTIONS. WORK SHALL BE INCLUDED IN THIS SECTION AND COMPLY WITH SECTION III, EARTHWORK. 2.2 LIGHT FIXTURES: TO BE PROVIDED BY OWNER. 3.8 OPERATING AND ACCEPTANCE TESTS: 3.4 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT tiN 2.3 CONDUITS: PROVIDE THE FOLLOWING TYPES OF RACEWAYS IN ACCORDANCE WITH THE SPECIFIC APPLICATION OF ALL TIMES.om ::N •,: LOCATION INDICATED. 3.8.1 CONDUCT OPERATING TEST ON ENTIRE ELECTRICAL INSTALLATION; ALL SYSTEMS MUST BE COMPLETE AND IN GOOD OPERATING ORDER. REFER TO STARTUP AND FINAL CHECK-OUT OF am 2.3.1 STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY. ENTIRE WIRING RUN MUST BE IN SYSTEM COVERED ELSEWHERE. DO NOT START OR OPERATE EQUIPMENT WITHOUT SPECIFIC RIGID PVC COATED GALVANIZED STEEL CONDUIT. USE ONLY ROB ROY CONDUIT TYPES DIRECTIVES OF OWNER'S SPECIFIED REPRESENTATIVE. ANY DAMAGE TO OWNER'S EQUIPMENT DUE SECTION IX "PERMA-COAT';. "PLASTI-BOND" OR "KORKAP"ELECTRICAL CONDUITS: NO PVC OR RNC CONDUIT TO DEFECTIVE INSTALLATION AND/OR OPERATION WILL BE THE RESPONSIBILITY OF THAT CANOPIES ALLOWED, SUBCONTRACTOR FOR CORRECTION, REPLACEMENT AND/OR MONETARY COMPENSATION AS REQUIRED. USE ONLY ROB ROY CONDUIT TYPES "PERMA-COAT', "PLASTI-BOND" OR "KORKAP" ELECTRICAL CONDUITS AT FIBERGLASS TANK SUMPS OR WHERE BRAVO F-17-RR OR F-10-RR ENTRY FITTINGS 3.8.2 MAKE INSULATION TESTS ON MAIN SERVICE EQUIPMENT AND ALL FEEDERS AND PANELBOARDS. - -R-R /� PART 1 R" zl w, ARE CALLED OUT FOR FIRST 10' OF RUN. TRANSITION TO RIGID NONMETALLIC CONDUIT (RNC) '" '� WHERE ALLOWED BY JURISDICTION. 3.8.3 TEST GROUND: RESISTANCE TO GROUND SHALL NOT EXCEED 25 OHMS. 1.1 SCOPE' THIS SECTION COVERS THE FURNISHING AND INSTALLATION OF ALL ITEMS FOR THE INSTALLATION OF A COMPLETE asmz ,g w RUN PVC COATED GALVANIZED STEEL FOR WIRING RUNS EXPOSED TO THE WEATHER; FOR 3.8.4 INSPECT ALL PANELBOARDS. ALL CONNECTIONS MUST BE TIGHT AND SECURE. GASOLINE CANOPY INCLUDING a ENCLOSING MAIN GROUNDING CONDUCTOR: WHERE REQUIRED FOR MECHANICAL PROTECTION OR 1 1 COMPLETE FABRICATION DRAWINGS INCLUDING FOOTINGS DESIGN. z 5 a WHERE SPECIFICALLY INDICATED. 3.9 "AS -BUILT' DRAWINGS`. FURNISH OWNER'S CONSTRUCTION MANAGER WITH ONE SET OF MARKED -UP PRINTS (HARDCOPY) .1 C9. w o AND ALSO IN AUTO CAD 2004 COMPATIBLE DRAWING FILE FORMAT (.DWG) SHOWING "AS -BUILT" INSTALLATION. :. 1.1.2 COMPLETE ABOVE GROUND STRUCTURAL SUPPORT SYSTEM. zl ' wz' WITH THE EXCEPTION OF THE FIRST 10' AND THE LAST 10' OF THE UNDERGROUND RUN AND ONLY wl a WHERE AHJ ALLOWS, RIGID NONMETALLIC CONDUIT (RNC) IS ALLOWED FOR UNDERGROUND RUNS 3.10 FINAL ACCEPTANCE: UPON COMPLETION OF WORK, PRESENT CERTIFICATE OF APPROVAL OF LOCATION OR GOVERNING 1.1.3 STEEL ROOF DECK AND GUTTER, 20 GA WHITE EMBOSSED. 0 sj =A IF CONDUIT IS BURIED AT A MINIMUM OF 2. INSPECTION AUTHORITY. 3111 CLEANUP: GLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT ALL 1.1.4 ROOF BRACING. 0 Wi o 2.3.2 SEAL -OFFS: WHERE CONDUITS EXIT FLOOR OR CONCRETE AT DISPENSERS, AUTO GAUGING, TIMES. 1.1.5 CAP FLASHING. t SUBMERSIBLE PUMPS AND N.E.C. CLASSIFIED AREAS (REF G9.1). U K 2.3.3 N.E.C. APPROVED WEATHER PROOF WIRE PULL BOX. 1.1 6 DOWN SPOUTS -`INTERNAL INSIDE COLUMNS. SECTION ` 6 i6 I I I PAINTING 1.1.7 PERMITS AND INSPECTIONS DONE BY OTHERS. 00 t] 0 _ 2.4 CONDUCTORS: 1.1.8 INSTALLATION AND FRAMING FOR OWNER SUPPLIED FASCIA SIGNS (ELECTRICAL BY OTHERS). N H 2.4.1 FURNISH AND INSTALL COLOR CODED COPPER CONDUCTORS, 600VOLT, OF SIZES INDICATED. MINIMUM SIZE #12 EXCEPT FOR SIGNAL AND CONTROL CIRCUITS AND WHERE' OTHERWISE NOTED PART 1GENERAL 1.1.9 INSTALLATION AND FRAMING F FASCIA MATERIAL OR S TER AL AS PER OWNER SPECIFICATIONS. Q ® N TYPE TW (60 DEGREES CENTIGRADE) FOR GENERAL BRANCH CIRCUIT WIRING; TYPE THN OR THWN-2 (90 DEGREES CENTIGRADE) FOR SUPPLY CONNECTIONS TO LIGHT FIXTURES. INSTALL PER COLOR Q O m CODE OF NEC. " 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES IN ' CONJUNCTION WITH OR PROPERLY INCIDENTAL TO THE COMPLETION OF ALL PAINTING OF SURFACES COMPLETE; OF A T 2- PRODUCTS m N 2.4.2 SHIELDED CABLES. PROVIDE SHIELDED CABLE FOR INTERCOM AS PER MANUFACTURER'S INCLUDING' PAINTING THE FOLLOWING SURFACES: C Y SPECIFICATIONS AND AS REQUIRED ON DRAWINGS: s c6 4: N (D 1.1.1 MISCELLANEOUS LA USMETAL, DOWNSPOUTS, COLUMNS, POSTS, ISLAND FORMS, VENT RISERS, 2.1 EMBOSSED ROOF STEEL DECK. ROOF STEEL DECK SHALL BE 2 1/4 MINIMUM DEEP 20 GAUGE HIGH REFLECTIVE WHITE p L) co C VARIABLE SPEED PUMP CABLE MANHOLE COVERS AND ELECTRICAL CONDUITS. STEEL WITH MINIMUM SECTION MODULES OF Q25 IN 1l43`MOMENT OF INERTIA OF 0.030)N 14/4 4. IN CERTAIN AREAS, ROOF fn 0 0 U THWN-2' 12 AWG 4 CONDUCTOR BOOV SHIELDED, GAS/OIL RESISTANT", DECK WILL BE ALUMINUM. VERIFY WITH LOCAL CONSTRUCTION' MANAGER. w 1-2 PAINTING DOES NOT INCLUDE: o v c v - > d o.c -•• 0 N (D C�a)C Vlyc�L DATA COMMUNICATION CABLE: PAINTING 2.2 STRUCTURAL STEEL: r m m u as o 3 -SHIELDED WIRE MUST NOT BE USED. IRE TWISTED PAIR UTP W/ 10-12 TWISTS PER FOOT. 2 W ( ) 1.2.1 CANOPY SOFFITS. 22.1 ALL STRUCTURAL STEEL TO BE A.S.T.M. A-36 AND SHALL COMPLY WITH THE STANDARD n 9 o o LE o m y .0.2 "o - c a) w p � : N = o - WIRING IS STRANDED ANNEALED COPPER TINNED WITH 18 AWG MINIMUM REQUIRED FOR RUNS Up 12.2 PAINTING P T G LIGHT FIXTURES: SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDIN I. . GS OF A S C. AND WITH THE A:LS.O. CODE N CL oC.N 0 w `.=0_0 m g t c o L W L - o c TO 1000 FEET OR 14 AWG FOR RUNS UP TO 2600 FEET. DO NOT DAISY CHAIN COMMUNICATION OF STANDARD PRACTICE (LATEST EDITION). a Q 3 0 � � � w o m ( N WIRING: 1.2.3 PAINTING FUEL EQUIPMENT: na Qo a) N,c-- c c - INSULATION SPEC IS 300V, PVC INSULATION, TYPE TFFN OR MTW, UL APPROVED GASOLINE AND OIL 2.2.2 STRUCTURAL BOLTS SHALL CONFORM TO THE STANDARD SPECIFICATION A.S.T.M. A-307 AND SHALL w ` N o ' � C 10 3 B o `Eu (7 o c 3 w c m o RESISTANT. 1.3 COLOR SCHEDULE: COLOR OF PAINTS SHALL BE AS LISTED IN THE 7-ELEVEN STORE STANDARDS MANUAL. BE PROVIDED WITH WASHERS UNDER THE NUTS. N 0 @ c o Q o C= m o o• C o a) . 2.5 'SPLICES AND CONNECTIONS. PROVIDE SPLICES ONLY IN READILY ACCESSIBLE OUTLET BOXES. PROVIDE INSULATED - 2.2.3 ALL OTHER BOLTS SHALL BE A 307 AND SHALL CONFORM TO A:S.T.M. STANDARDS WITH WASHER �cR CLrNa)t)0E a� ,o d O o �, a� � a� ° oc $ PRESSURE CONNECTORS OR "CRIMP -ON" SLEEVES WITH OVERALL NYLON INSULATORS FOR CONDUCTORS. CONNECTORS REQUIRED. o y �0= o- 0I- ❑ c SHALL BE 3M "SCOTCHLOW, BUCHANNAN SPLICE CAPS WITH INSULATED WRAP, OR IDEAL"CRIMP-SLEEVES" WITH SCAP o �\11111111i/// CAP INSULATOR OR EQUAL. 2.2.4 ALL HIGH STRENGTH BOLTS SHALL BE TORQUED TO PROVIDE A MINIMUM TENSION IN BOLT OF 90% OF MINIMUM PROOF LOAD OF THE BOLT 0 2.6 PANEL BOARDS: \\\\\y HESS �\ i 0 2.2.5 TUBE COLUMNS SHALL COMPLY WITH A-500, GRADE B. \1 .. E N .. 2:6A BRANCH CIRCUIT PANEL BOARDS: PROVIDE FLUSH -MOUNT CIRCUIT BREAKER TYPE PANEL BOARDS '•� + 2.6 TUBE COLUMNSSH' L B 4 K ISTEEL. WITH THERMAL MAGNETIC, MOLDED CASE, SQUARED TYPE NLAB OR APPROVED EQUAL, WITH 2 ALL SHALL E 6 S2.2.7 ALL WELDING SHALL BE WITH E70XX ELECTRODES = :•, ,s 728�a0 PLUG-IN CIRCUIT BREAKERS,"SQUARE D" TYPE NLQT. PROVIDE GROUNDING TERMINAL BLOCK IN AND BE ACCOMPLISHED BY CERTIFIED WELDERS. z EACH PANELBOARD. SEE INDIVIDUAL PANEL SCHEDULE ON DRAWINGS. 0 2.6.2 SUBSTITUTES'. DISTRIBUTION EQUIPMENT EQUIVALENT IN TYPE, CLASSIFICATION AND QUALITY INS,°•aR11 O •C °•�C?\`�\�� - " ACCORDANCE WITH NEMA STANDARDS AS MANUFACTURED BY G.E., CUTLER -HAMMER, FEDERAL /4/j7 `s/ONA1- 7/d/l,It?t!l f PACIFIC,, ITE SQUARE D AND WESTINGHOUSE ARE ACCEPTABLE AS SUBSTITUTES ONLY WHEN 8/20 SHEET: �w APPROVED IN WRITING REVIEWED FOR 'Z CODE COMPLIANCE W z ST. LUCIE COUNTY � Q FUELING - USA BOCC Isl M W w, t S 2.3 FASCIA: HALL BE DESIGNED AND SPACED PER ENGINEERED DESIGNED TO LOCAL 2.3.1 VERTICAL. SUPPORTS S ( CODES) STRUCTURAL DRAWINGS SUPPLIED BY CANOPY MANUFACTURER. SCREWS FOR FASCIA SHALL BE CARBON STEEL CADMIUM PLATED OR GALVANIZED - SIZE AS REQUIRED. OJ 2.3:2 REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION. ' 2.3.3 MATERIAL SHALL BE ONE OF THE FOLLOWING: A. PRE FINISHED METAL FASCIA SYSTEM. B. PRE FINISHED FASCIA MATERIAL AS SELECTED. P AT e— G E N RAL 3.1 FABRICATION DRAWINGS: 3.1.1 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND STAMPED SHOP DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATIONSYSTEMS. 3.1.2 DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS. 3.1.3 ORIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO EACH PAGE OF DRAWINGS. 3.1.4' SHOP DRAWINGS SHALL'SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE FOR WHICH CANOPY FOOTINGS WERE DESIGNED. 3.1.5 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE, WEIGHT, TYPE AND NUMBER OF ALL STRUCTURAL MEMBERS. 3.1.6 ALL DESIGN LOADS SHALL COMPLY WITH CURRENT BUILDING CODES AND LOCAL BUILDING DEPARTMENT REQUIRED LOADINGS, WHICHEVER IS MOST STRINGENT. MINIMUM DESIGN LOADS SHALL BE CONSIDERED TO BE: WIND 100#, LIVE 35#, UPLIFT 35# AND DEAD LOAD 35# OR AS LOCAL APPLICATION IS SUBJECT TO HIGH ALTITUDE STRUCTURAL.DESIGN.DIGTATES: IF AP G AL I UDE (SNOW) LOADING, DESIGN SHALL BE ADJUSTED TO COMPLY ACCORDINGLY. 3.1.7 DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN/180 FOR L.L. ONLY. 3 '1.3 ATTACH DECK STRUCTURAL SUPPORTS PER ENGINEERED DRAWINGS. 3.1.9 ROOF DECK SHALL BE AN I.C.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN A MANNER THAT COULD BE CONSIDERED A DIAPHRAGM. AN ALTERNATE TO THIS IS:1/2 DIAMETER STEEL ROD DIAGONAL X-BRACING WITH TURNBUCKLES LAYOUT OF ROD BRACING AND CONNECTIONS TO STRUCTURAL MEMBERS SHALL BE APPROVED BY STRUCTURAL ENGINEER. 3.1.10 CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE_A COMPRESSIVE STRENGTH TO MINIMUM 3000 LBS. PER SQUARE INCH WITHIN 28DAYS AFTER POURING. 3.1.11 ALL FOUNDATION METAL REINFORCEMENT SHALL BE OF FORMED TYPE BARS (EXCEPT#2 BARS) AND SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATION A.S.T.M 615 GRADE 4 40 3.1.12 THE SHOP DRAWINGS SHALL EXPLICITLY SHOW LOCATION OF DOWN SPOUTS, INTERIOR PVC DRAINS IN WARM WEATHER AREAS, ETC., AS RELATED TO ANY AND ALL UTILITIES AND/OR PIPING AT COLUMN LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED DOWN THE INTERIOR CANOPY COLUMN EXITING SIDE OF ISLAND LEVEL OR ABOVE FINISH GRADE OF CONCRETE SIDE PAD ON DOWNHILL SIDE OF ISLAND. 3.1.13 INCLUDE IN DESIGN' PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OF CANOPY. 3.1.14 CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER MINIMUM REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. 3.1.15 IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND .GENERAL NOTES OR WITH SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS GOVERN. 3.1.16 ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY 7-ELEVEN, INC.'S CONSTRUCTION REPRESENTATIVE. 3.1.17 FABRICATION DRAWINGS SHALL BE DELIVERED TO APPLICABLE CONSTRUCTION OFFICE A MINIMUM OF 4 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO WORK SHALL COMMENCE PRIOR TO APPROVAL OF DRAWINGS BY 7-ELEVEN, INC.'S CONSTRUCTION REPRESENTATIVE: Mexce ' • • SECTIOz POST CONSTRUCTION TESTING REQUIREMENT PART 3 — GENERAL — CONTINUED PROCEDURES FOR POST CONSTRUCTION TESTING 3.2 EXECUTION: _ 1.1 SCOPE OF WORK 3.2.1 COORDINATE DELIVERY AND INSTALLATION WITH FUEL CONTRACTOR THROUGH LOCAL THIRD PARTY TESTS ARE REQUIRED TO BE PERFORMED ON ANY POST CONSTRUCTION ACTIVITIES ASSOCIATEDWITH NEW CONSTRUCTION OFFICE. MATERIALS SHALL BE STORED AT POSITION AS INDICATED BY INSTALLATION, UPGRADE REPLACEMENT OR REPAIR OF OR TO THE UNDERGROUND STORAGE TANK (UST) SYSTEMS, IF THE FUEL CONTRACTOR. WORK INVOLVES PRODUCT PIPING TANK SUMPS DISPENSER SUMPS AND PANS OR SPILL CONTAINMENT BUCKETS. 3.2.2 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FOOTING ANCHOR BOLTS AND TANKNOLOGY, INC IS CURRENTLY UNDER CONTRACT TO PERFORM ALL REQUIRED TESTS AS THE NATIONAL 3RD PARTY TESTING TEMPLATE FOR DELIVERY TO FUEL CONTRACTOR 2 WEEKS PRIOR TO : CONTRACTOR AND MUST BE USED TO PERFORM POST CONSTRUCTION TESTING TO ENSURE THAT 7-ELEVEN MAINTAINS INSTALLATION. SIZE IN ACCORDANCE WITH SHOP DRAWINGS AND IN ACCORDANCE WITH FUEL CONTINUITY WITH THE COMPANY'S REGULATORY COMPLIANCE TESTING PROGRAM. THE ONLY EXCEPTION APPLIES IF LOCAL CONTRACTOR'S SCHEDULE OF CONSTRUCTION. REGULATIONS REQUIRE THAT THE INSTALLATION CONTRACTOR PERFORM THE REQUIRED TESTS AND THE TESTS ARE WITNESSED ON SITE BY REGULATORY ENTITY, IN THESE CASES THE INSTALLATION CONTRACTOR MUST SUBMIT 3.2.3 FOOTINGS FOR CANOPY AND PLACEMENT OF ANCHOR BOLTS SHALL BE PERFORMED BY DOCUMENTATION OF THE REGULATORY WITNESSED TESTS, AS WELL AS THE RESULT OF ANY SUCH TEST, DIRECTLY TO FUEL CONTRACTOR AS PER APPROVED SHOP DRAWINGS. TYPE OF CONCRETE SHALL BE AS PER 7-ELEVEN, INC, COMPLIANCE DEPARTMENT, SHOP DRAWINGS. TYPE, SIZE, AND PLACEMENT OF ALL REINFORCED STEEL SHALL BE AS PER SHOP DRAWINGS. IT WILL NOT BE NECESSARY FOR TANKNOLOGY TO RETEST A COMPONENT WHICH WAS TESTED BY THE CONTRACTOR IF THAT 3.2.4 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY 7-ELEVEN, TEST WAS WITNESSED BY A REGULATOR. IN THESE CASES THE CONTRACTOR MUST SUBMIT RESULTS OF THE TEST AS WELL AS COPIES OF REGULATOR INSPECTION REPORT WITHIN 48 HOURS OF COMPLETION OF THE TEST TO THE ADDRESS LISTED BELOW INC.'S CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES FOUND. REFER TO SITE PLAN FOR SIZE, TYPE AND PLACEMENT OF CANOPY THE REQUIRED TESTS ARE DIVIDED INTO TWO CATEGORIES, PRE -FUEL TEST AND POST FUEL TEST. 3.2.5 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR BEING PROPERLY LICENSED IN LOCAL THE TESTS PERFORMED DURING EACH PHASE ARE LISTED BELOW. INSTALLATION AS WELL L AS PROVIDING OWN PERMITS AS MAY BE REQUIRED. A COPY OF THE PERMIT MUST BE ON FILE IN THE LOCAL CONSTRUCTION OFFICE PRIOR TO COMMENCING WORK. PRE -FUEL TEST - TEST PERFORMED BEFORE FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM. 3.2.6 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION OFFICE WITH THE FOLLOWING TESTS ARE RECOMMENDED TO BE PERFORMED BEFORE FUEL IS INTRODUCED INTO THE LIST SYSTEM: ACCEPTABLE INSURANCE AS REQUIRED PER 7-ELEVEN, INC. INSURANCE SPECIFICATIONS AND STANDARD CONTRACT FOR CONSTRUCTION. INSURANCE SHALL BE IN EFFECT FOR DURATION OF PRE -FUEL TEST ESTIMA TED ATED TEST DURATION 3.2.7 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL WORK OF OTHER MINIMUM 4 HOURS STP SUMPS CONTRACTORS ALREADY IN PLACE, AS MAY BE REQUIRED. DISPENSER: SUMPS/CONTAINMENT MINIMUM 4 HOURS SPILL CONTAINMENT BUCKETS ` MINIMUM 1 OUl� R 3.2.8 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND OBTAINING APPROVAL OF FUEL CONTRACTOR PRIOR TO PLACING OF ANY HEAVY EQUIPMENT ON TOP OF CONCRETE WORK ALREADY IN PLACE: TANKNOLOGY MAY USE ONE OF THE FOLLOWING TEST METHODS: HYDROSTATIC, PRESSURE OR VACUUM. 3.2.9 ALL FOOTINGS SHALL B < E ON FIRM UNDISTURBED SOILS OR FILL COMPACTED TO 95/o MAXIMUM WATER USED TO PERFORM THESE PRE -FUEL TEST MAY H S BE DISCHARGED ON SITE AS LONG AS THE WATER WAS NOT IN DENSITY BASED ON A.S.T.M. D 1557-70. IF ANY POOR SOIL CONDITION IS DISCOVERED DURING CONTACT WITH ANY FUEL. EXCAVATION, THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR SOIL BEARING VERIFICATION: CONTRACTOR' PREPARATION FOR PRE -FUEL (BEFORE DELIVERY) TESTING 3.2.10 SUPPORTING COLUMNS SHALL BE PLACED AS PER 7-ELEVEN, INC. FUEL PLANS AND AS PER - THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN APPLICABLE SITE PLAN:' UPON. -110 VOLT AC CURRENT MUST BE AVAILABLE 3.2.11 CANOPY SUPPORT COLUMNS SHALL BE CAPPED AT TOP. -ALL PRODUCT PIPING, TANK SUMP, SPILL BUCKET AND DISPENSER SUMP¢LINER WORK MUST BE COMPLETE AND COMPONENTS ACCESSIBLE. 3.2.12 ALL MATERIALS SHALL BE ALIGNED TRUE AND FLAT AND ALL PLANES SHALL BE FLAT, TRUE TO - TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPI ESTABLISHED LINES WITH ALL SOFFITS BEING LEVEL AND VERTICAL WALLS CORRECT AND - DISPENSERS; DO NOT NEED TO BE IN PLACE AND PRODUCT PIPING DOES NOT NEED TOBE PURGED. ACCEPTABLE. PARAPET FASCIA SHALL BE VERTICAL AND PLUMB. ALL INTERSECTIONS' SHALL BE - AS AN OPTION TO SIGNIFICANTLY REDUCE TIME ON SITE, THE CONTRAC%R SHOULD FLOOD ALL TANK SUMPS AND TRUE AND STRAIGHTEDGE LINES. MATERIALS SHALL BE LEFT IN ACCEPTABLE CONDITION TO BE DISPENSER'SUMPS WITH CLEAN WATER THE NIGHT BEFORE THE SCHED YLED TESTING. WATER MUST BE ADDED TO A PAINTED BY OTHERS. ALL METAL SHALL BE FREE OF DEBRIS AS MAY BE REQUIRED FOR FINAL MINIMUM OF 3 INCHES ABOVE THE HIGHEST PENETRATION OR SEAM IN THE SUMP OR PAN. PAINTING/FINISHING. - THE CONTRACTOR SHOULD ALLOW SEVERAL HOURS TO ALLOW THE WAT9RLEVEL TO STABILIZE AND MARK THE O LEVEL F E THE WATER WITH A PERMANENT MARKER. 3.2.13 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR NON -SHRINK GROUT BENEATH BASE PLATE AND POURING' OF CONCRETE AROUND CANOPY COLUMNS, COVERING ANCHOR BOLTS AS MAY BE POST FUEL TEST - TEST PERFORMED AFTER FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM. REQUIRED. 3.2.14 CANOPY CONTRALTO SHALL R ALL LEAVE EXPOSED STRUCTURAL STEEL FREE OF DEBRIS, PRIMED POST -FUEL OST FU EL TEST ESTIMATED TEST DURATION AND READY FOR FINAL PAINTING BY FUEL CONTRACTOR. TANK INTERSTICE MINIMUM 1 HOUR PER TANK 3.3 RESPONSIBILITIES OF FUEL CONTRACTOR; TANK PRIMARY (TIGHTNESS) MINIMUM 2 912 HOURS LINE/PIPE INTERSTICE MINIMUM 1 HOUR PER LINE/PIPE 3.3.1 SHALL BE RESPONSIBLE FOR A MINIMUM OF 30 DAY NOTIFICATION OF DATE WHEN SITE WILL BE LINE PRIMARY' TIGHTNESS COMPLETEff DURING TANK TEST READY FOR INSTALLATION OF GASOLINE CANOPY. LINE LEAK DETECTOR COMPLETE DURING TANK TEST STAGE 11 WHERE APPLICABLE MINIMUM 3 HOURS 3.3.2 UPON AGREED DATE BETWEEN FUEL CONTRACTOR AND CANOPY CONTRACTOR, THE SITE "AUTOMATIC TANK GAUGE ATG CERTIFICATION MINIMUM 2 H OURS SHALL BE FREE OF MATERIAL, MOVABLE EQUIPMENT AND DEBRIS, LEVEL AND IN PROPER CONDITION OTHER AS REQUIRED BY STATE OR LOCAL ORDINANCE UNKNOWN FOR CANOPY INSTALLATION. FUEL CONTRACTOR SHALL PERFORM SITE WORK AS MAY BE REQUIRED TO COMPLY. "DOES NOT INCLUDE NEW AUTOMATIC TANK GAUGE ATG INSTALLATION. CERTI ( ) FfCATION OF NEW ATG IS THE RESPONSIBILITY 3.3.3 FUEL CONTRACTOR SHALL NOT INSTALL GASOLINE DISPENSERS PRIOR TO CANOPY ERECTION; OF THE INSTALLING CONTRACTOR. UNLESS AGREED UPON IN WRITING BETWEEN THE CANOPY CONTRACTOR AND FUEL CONTRACTOR. NOTE: WATER USED TO PERFORM TESTING OF (STP) SUMPS, DISPENSER SUMPS AND/OR SPILL BUCKETS AFTER FUEL IS INTRODUCED/DELIVERED INTO THE UST SYSTEM CANNOT BE DISCHARGED ON SITE 3.3.4 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CANOPY FOOTINGS AS DESIGNED IN SHOP DRAWINGS PROVIDED BY CANOPY MANUFACTURER, PROVIDING ALL STEEL, ETC., WITH THEEXCEPTION ( H ANCHOR BOLTS PROVIDED BYCANOPY CONTRACTOR). FOOTINGS INS SHALL BE POURED IN A SUFFICIENT AMOUNT OF TIME, SO PROPER CURING TIME IS ALLOWED. F RI WATER THAT IS OR WAS IN CONTACT WITH FUEL MUST BE PROPERLY DISCHARGED IN ACCORDANCE WITH APPLICABLE FEDERAL, AL STATE AND/OR LOCAL REGULATIONS: 3.3.5 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING OF ALL METAL AND TRIM AS RELATED TO THE GASOLINE CANOPY AS PER 7-ELEVEN STORE STANDARDS MANUAL. CONTRACTOR` PREPARATION FOR POST -FUEL (AFTER DELIVERY) TESTING 3.3.6 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING AND INSTALLATION OF LIGHTS, - THE FUEL LEVEL MUST BE BETWEEN 70-80 PERCENT OF TANK CAPACITY SIGNS, SECURITY LIGHTS, ETC., IN CONJUNCTION WITH NORMAL GASOLINE INSTALLATION. G.C. - COMPARTMENTALIZED TANKS MUST HAVE FUEL LEVELS WITHIN 10" OF EACH OTHER. SHALL CAULK SEAL ALL LIGHT FIXTURES TO CANOPY DECK. ALL FUELING INCLUSIVE OF STAGE I AND STAGE II VAPOR RECOVERY AREAS THE FOLLOWING CONDITIONS MUST APPLY. 3.3.7 FUEL CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING BLOCK OUTS AS MAY BY REQUIRED FOR INSTALLATION OF CANOPY IN ACCORDANCE WITH SHOP DRAWINGS. AND PLACEMENT OF - ALL PRODUCT PIPING MUST BE THOROUGHLY PURGED OF AIR AND VAPORS. ANCHOR BOLTS IN ACCORDANCE WITH SHOP DRAWINGS AS RELATED THERETO. - THE DISPENSERS MUST BE SET AND OPERATIONAL TO INCLUDE ALL VAPOR VACUUM PUMPS AND OTHER STAGE II 3 4 WARRA EQUIPMENT FULLY FUNCTIONAL. REPLACE FILTER AFTER PURGING. NTIES. CANOPY CONTRACTOR SHALL WARRANTY, IN WRITING, COMPLETE CANOPY INSTALLATION FOR A MINIMUM -ALL HANGING HARDWARE MUST BE INSTALLED AND OPERATIONAL PERIOD OF 2 YEARS. A 5 YEAR WARRANTY GUARANTEEING INSTALLATION TO BE FREE OFDESIGN AND INSTALLATION - THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN DEFECTS. EXCLUDING ACTS OF MAN, GOD AND NORMAL WEAR AND TEAR. UPON: -110 VOLT AC CURRENT MUST BE AVAILABLE `0 3.5 CLEAN-UP: CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL FROM SITE ALL TRASH AND - TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING. + DEBRIS RESULTING FROM WORK RELATING TO INSTALLATION OF CANOPY. N CONTRACTOR NOTIFICATION TO TESTING COMPANY (TANKNOLOGY)i IT IS RECOMMENDED THAT THE CONTRACTOR PROVIDE NOTIFICATION TO TANKNOLOGY OF THE NEED TO PERFORM TESTS AT o LEASE 14 DAYS PRIOR TO THE ANTICIPATION TEST DATE. HOWEVER, TO ENSURE TESTS ARE CONDUCTED IN A TIMELY MANNER A MINIMUM OF FIVE (5) DAYS IS REQUIRED. TANKNOLOGY UNDERSTANDS THAT ACTUAL DATE MAY CHANGE, BY PROVIDING THEM` WITH AS MUCH TIME AS POSSIBLE ALLOWING THEM TO MAINTAIN A TIME SLOT IN THEIR SCHEDULE TO SHIFT AS NECESSARY. THE CONTRACTOR MUST KEEP TANKNOLOGY APPRISED OF THE ANTICIPATED DATE AND TIME THAT THE TESTING WILL BE NEEDED AS PROJECTED DATES CHANGE. 3 o Z 0 w z J �m REVIEWED FOk o ; ,,,,ODE COMPLIANCE ST. 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