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37130 Eiland Blvd (3)
o� w Z z Of ch� = SHEET INDEX FUELING CANOPY AND UNDERGROUND STORAGE TANKS GO FUELING CANOPY COVER SHEET AND INDEX GO.1 FUELING ARCHITECTURAL SITE PLAN C 0 Q o GO.2 FUELING TRUCK ROUTE GO.3 DEMO PLAN G1 FUELING PIPING AND TANK SLAB DETAILS G3 TANK SECTIONSir G4 TANK SUMP DETAILS G4.1 TANK SUMP DETAILS G5 DISPENSER AND SUMP DETAILS EXISTING STORE W/ FUELING REMODEL o p G6 REMOTE VENT AND DETAILS G6.1 FUELING DIMENSIONAL PLAN G7 EQUIPMENT SCHEDULES G8.1 SIGNAGE DETAILS STORE NO. 438 ��' 71 �'i I'll 111 111�111 111� 30 M30 EIL ND BOULE �RD G9 UST ELECTRICAL PLAN, ONE -LINE DIAGRAM AND PANEL SCHEDULE Proto 2nd Qtr 04-03-15 G9.1 N.E.C. CLASSIFIED AREAS G10 MISCELLANEOUS ELECTRICAL DETAILS G11 ISOLATION RELAY BOX DETAIL G12 SITE MONITORING EQUIPMENT DIAGRAM ZEPHYRHILLS, FL 33542 G13 FUELING SPECIFICATIONS G14 FUELING SPECIFICATIONS _oil 11glij I o J co J (70 J LL a_ ~ U> LLJ �a Z� Q� C) Q W W N M p CL ) LU 4tm_ pZ v) C) Z�� a- Qw= p�� Qa- N LL W _ 0 W C) z O z Q Q Z_ J G15 FUELING SPECIFICATIONS G16 FUELING SPECIFICATIONS G17 _ FUELING SPECIFICATIONS VICINITY MAP -- - - _ PROJECT DATA -- 2014 FLORIDA BUILDING CODE 5TH EDITION 2014 FLORIDA MECHANICAL CODE 5TH EDITION 2014 FLORIDA PLUMBING CODE 5TH EDITION 2011 NEC Y37130 bland Boulevard n tri rrrhtl3:, 1n<iSnPf e�� nFp€Ii r• 2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE-2012 EDITION \ Tho io« . h �P O NFPA 30A CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES-2012 EDITION NFPA 1 UNIFORM FIRE CODE HANDBOOK OP \� \ Tenatie PhInt Qty ! �V `C/ ° ® ° o /o — SUMMARY OF WORK po/ /°p Oo / M EXISTING ®� CONVENIENCE STORE ®® B° JACCESSf CL O e; OC Ci " m W U) O > o o v ° °_� O n O O < O m O X O Q �aL u GRADING AND SITEWORK. ASSOCIATED UNDERGROUND TANKS AND PIPING. -FUELING STATION DESCRIPTION: (4) NEW GILBARCO 3+0 DISPENSER (2) NEW GILBARCO 3+1 DISPENSERS FOR DIESEL REMOVE (2) EXISTING UST'S INSTALL (1) 10' DIA. 20K GAL. DW FIBERGLASS UST FOR UNLEADED FUEL INSTALL(1) 10' DIA. 20K GAL. SPLIT DW FIBERGLASS UST - 12K DIESEL/8K PREMIUM FIXED SPEED STIP OL (1) 1.5 hp FIXED SPEED STP FOR DIESEL (3) ATG's (1 PER STP SUMP) (3) PRODUCT FILL SUMPS (1 EACH UST) 3" OVER 2" DW FRP PRODUCT PIPING FOR RUL, PUL AND DIESEL FUELS 3" & 2" SW FRP VENT PIPING (UST's TO REMOTE VENT SUMP) (1) NEW BRAVO VENT BOX FOR RUL, PUL AND DIESEL (1) EXISTING CANOPY FOR SIX (6) DISPENSERS TO REMAIN N SITE LOCATION MAP Q < PROJECT DIRECTORY REFERENCE SYMBOLS O CD °cY,° CO � 0 o O� z W `/1 �) CD 04 CD N aj }' p Y p m p p a Y c) W U OWNER: RADIANT GROUP LLC 13zo EAST 9TH AVENUE TAMPA, FLORIDA 33605 MEP ENGINEER. CORE STATES GROUP 1700 INDUSTRIAL DRIVE, SUITE B ROGERS, AR 72756 CONTACT: DAVID LEIFFER 479.986.4400 DLEIFFER@CORE-ENG.COM XXXXXXXX - NORTH ARROW xxx - ROOM TAG X.x.x. Ax -REVISION DELTA HEIGHT X'-XX" ELEVATION INDICATOR X x.xi _ SPOT ELEVATION 000A - DOOR TAG x-xx INDICATOR xx XX -KEYNOTE -ENLARGED INDICATOR X-XXX DETAIL INDICATOR XX -FINISH INDICATOR X X - GRID LINE xxx - SECTION CUT x INDICATOR INDICATOR ° O O E ��.���3o�a��� �� �� ° °� 0 (n (D (n �Ofl-_UC>,"U--�LN Vl — M� L O 3 C Z) @= E nM53Xui��o.c�y3�� N — QC T CD a�L ca o��D cn a) -d O .- N U N N (6 ° 0 M 0� o E a) a) Cc) 0 `° � � � 3: U) N GEIGER ROAD \ FiE;�'it:.VYL� STATIONARY TANKS PROGRAM FDOH - Pinellas / Petroleum, `storage Compliance Program FDEP Contract ttGC These plans for FOEP Site concerning 7—Z r are in substantial Complia with F.A.C. 62- I 3-I Reviewer Dime ysA "a'", xx - WINDOW TAG xx.x x - ELEVATION INDICATOR xx -WALL TAG — xxx - EQUIPMENT TAG FOR LIST REF G7 � � ea���ea��srr7sftcse��i o` p M• L�/� �. .�`Q��••�CEni�S % 4:'•� �' ''•'A '� tvo 68�70 '; J l ••, ; �,, $%T �flt:• ~1t � r N.��� SHEET: GO FUELING - USA / 93.50 / / 4 / / V / NOTE: FIELD VER / ELEVATIONS. EXI BASED ON SURVEY tKUM "MILLMAN / VIRTUAL SURVEYOR". NIX \ / / 5 / OO 93.89 \ o \ o \ \ 93.52 0 / \ \ O \ \ 2 \ \ o0 \ \ \ \ 93.55 O/ \ \M W \ \ FUEL CONTRACTOR TO FIELD VERIFY THE \ \ E-STOP IS IN PROPER WORKING ORDER AND \ \ E-STOP LOCATION IS READILY AVAILABLE TO \ \ THE PUBLIC. O \ \ 3 a a En W z W r o M oZ 3 F R FDEP EQ # SCHEDULE (INDICATED BY �k) LOCATION DESCRIPTION EQ. NO. TANKS XERXES - DOUBLE WALL FIBERGLASS 200 PIPING SMITH FIBERCAST - FIBERGLASS PIPING REDTHREAD II 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 - FDS DISPENSER LINER (SUMP) 439 SUMP LINERS XERXES - FIBERGLASS ATTACHED COLLAR 397 SUMP LINERS XERXES - FIBERGLASS ACR-WT TANK SUMP 397 c` \ FUELING CONTRACTOR TO CONNECT TO EXISTING CONDUITS WHERE POSSIBLE. ADD NEW CONDUITS AS REQUIRED (SEE ` SPECIFICATIONS FOR ACCEPTABLE CONDUIT ` TYPES). FUELING CONTRACTOR RESPONSIBLE \ \ FOR PULLING ALL NEW WIRE AND PULL ROPES (WHERE REQUIRED) AND MAKING FINAL ` TERMINATIONS. NI m / / / / / ARCHITECTURAL SITE PLAN 3/32" = 1'-0' NEW CONDUITS TO TERMINATE IN AN EXTERIOR MOUNTED WIREWAY AND THEN ROUTE THROUGH THE CEILING TO THE ELECTRICAL PANELS AND SITE MONITOR AT THE REAR OF THE BUILDING. FUELING CONTRACTOR RESPONSIBLE FOR PULLING ALL NEW WIRE AND PULL ROPES (WHERE REQUIRED) AND MAKING FINAL TERMINATIONS. 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 < *8 GENERAL NOTES FUEL CONTRACTOR FUEL GC TO WORK WITH OWNER ON SCHEDULING. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. G FUEL GC RESPONSIBLE FOR ALL CONCRETE OVER a TANKS AND PRODUCT PIPING (I.E. TANK SLAB AND L DRIVE MATS). CONCRETE CHAIRS ARE BY OWNER. NOT USED. FUEL GC TO RECONNECT CANOPY DRAINS (WHERE APPLICABLE) UNDER DRIVE MATS AS REQUIRED DUE TO DEMO. c� p FUEL EC TO INSTALL ALL FUEL RELATED ELECTRONICS (I.E. DATA BOXES, EDH UNIT, TURBINE RELAYS, ISOLATION RELAYS, ETC). FUEL GC RESPONSIBLE FOR ALL ELECTRICAL Proto 2nd Qtr 04-03-15 CONDUITS, SEAL -OFFS, ELECTRICAL J-BOXES PER STATE, LOCAL, MANUFACTURERS AND OWNER CODES AND SPECIFICATIONS. FUEL EC TO PULL WIRE FOR CANOPY LIGHTING, INTERCOM, DISPENSERS, TURBINES AND MONITORING SYSTEM DEVICES. FUEL EC TO MAKE ALL FINAL CONNECTIONS TO uA FUELING EQUIPMENT AND ELECTRONICS. O � J M FUEL GC TO PULL TRADE PERMITS FOR FUELING _I J N WORK (AS REQUIRED). a U- M p FUEL GC TO "CALL FOR" AND "BE PRESENT FOR" Q D cM ALL LOCAL REGULATOR INSPECTIONS AND 02 CO RESPONSIBLE FOR SCHEDULING ON -SITE ~ INSPECTIONS WITH OWNER. LL Z () c� > z:5 FUEL GC TO COORDINATE WITH TANKNOLOGY AND THE OWNER FOR TESTING OF FUELING _ - C) SYSTEM. Z Q c �- Q h c FUEL GC TO HAVE PERSONNEL ON SITE FOR i- W TESTING. Q Q N W FUEL GC RESPONSIBLE FOR CLOSE OUT PACKAGE a PER OWNER MATRIX. c� i T_ ® KEY NOTES EXISTING CONVENIENCE STORE TO REMAIN EXISTING FUELING CANOPY WITH NEW DISPENSERS NEW UNDERGROUND FUEL STORAGE TANKS AND SLAB NEW FUEL STORAGE TANK VENTS EXISTING AIR -VAC MACHINE TO REMAIN NOT USED NOT USED NEW VEEDER ROOT SITE MONITOR CONSOLE (FIELD VERIFY LOCATION) TANK BURIAL CHART - STORE 438 COMPONENT PREMIUM PREMIUM VENT A. FINISH GRADE ELEV. AT BEGINNING OF RUN (FT): 93.91 93.51 93.50 B. PIPE BURY (FT): 3.25 3.25 2.00 C. ELEVATION OF PIPE AT BEGINNING OF RUN A-B 90.66 90.26 91.50 D. PIPE LENGTH LONGEST RUN (FT): 134.00 102.00 84.00 E. PIPING RUN FALL FT D*1 8" PER FT): 1.40 1.06 0.88 F. TOTAL CROSSOVERS SWING JOINTS: 0.00 0.00 0.00 G. CROSSOVER SWING JOINT DEPTH (FT): 0.00 0.00 0.00 H. ELEVATION AT END OF PIPE FT C-E-G*F : 89.26 89.20 90.63 I. ADD FOR EXTRACTOR TEE AT SUMP: 1.25 1.25 0.50 J. TOP TANK ELEVATION FT H-I : 88.01 87.95 90.13 K. HIGHEST FINISH GRADE ELEVATION AT TANK SLAB (FT): 93.05 93.05 93.05 L. MAX BURY DEPTH (K-J) (FT : MAX = 5.67' 5.04 5.10 2.93 M. ILOWEST FINISH GRADE ELEVATION AT TANKS (FT): 92.85 92.85 92.85 N. MIN BURY DEPTH (M-J) (FT : MIN = 4.17' 4.84 4.90 2.72 TANK BURIAL DEPTH IS GOVERNED BY PREMIUM PIPING. THE TOP OF TANKS SHALL BE SET AT - 87.95 FT W O �G W U) � c� o o� �I � o ��v CD 0 V_ 0 Y c� CL o FW- N U U 0 00 Z M O CC) cl) N Q V m W W m C � 0 3 o U) 1 0 0 U a oa°ic�oca�oa�oc'ocM wL�a)oUO VyE 7 v 0 0 C� 0) OS0 0 � C 4)p 3 Oa 7 a) v 2pr t•°ZOv_,wn-5wwW m$agC2>•._o c6 a) "L 0-0 3 c a --�- 0 mm�3ai°��3m c �CL aa,o c>�ca c�tm W�U-d"Zw--E 0 lA EyOy NL a)0o 0�ou�,c°mx''Us3�v) `���I,M!,LF/����i QA•'�,�C' E N SF•. F'A�i�. No 68170 I: T E OF •: �W . 4 O R 10• •'N,�� / s 0NAl S O� SHEET: GOm 1 FUELING - USA I. E Cl. 00 n CV C2 O N N N c� Ckc Z d E CI CV U N Q 0 m 1¢- M ocD z_ z 3 A o Undewound Storawe Tank Bouvancv Calculations for Fiberidass Tanks project #1 2 Project Name: lo . Tank Manufacturer / Model`. Number of Tanks: Tank Dry Weight: Ibs Tank Volume: galkxrs 100%satu.ration to finished grade Tank Die mater (a): cp water 62A lb/CF Tank Bury Depth: at rp submerged concrete = 97.6 Ib/CF Tank Length (L): feet Cp submerged aggregate = 57.61bJCF Number of Sumps: Sump Diameter. inches Tank Slab Length: 52.1 Tank SlabWidth: 'Sc eet Tank gab Thickness: inches Deadman Length PL Deadman Width (DW). inches Deadman Height: V • inches 40000 gal U1= 7.49 pVCF x 62.4 Ib/CF = 333,244 iba ps U2 = 142-2 CF x 62.4 Ib/CF = 8,875 Ibs I Uplift U= f UI = 342,119Ibs UP crete Slab W1= 1258.0 CF x 87.6 RVCF = 110,200 Ibs (dill Above Tank W2 = 3,925 CF x 57.6 W/CF = 226,095 IW oval Column Absrve DaWman (2 deadmon pertank) W3 = 3080.88 CF x 57.6 Ib/CF = 177,459 Ibs Wedge Above Deadman (2 total) W4 = 332.9203 CF x.57.6 Ib/CF = 19,176 Ibs crate Deadman (2 deadman pertank) W4 = 157.5 CF x $7.61b/CF = 13797 Ibs Weight of Tank W5 = 18,000 Ibs it Waight W. I WI = 564,727 Ibs DOWN CD 0, TANK DIAMETER l 36'-2" O.T.O. TANK SLAB TANK SLAB PLAN 1 /8"=1'-Ott �B MANWAY FINISHED low 0, TANK DIAMETER (0+(DW*2))*2 0+(DW*2) REMOTE G6 VENT 3" FIBERGLASS VENT PIPING - ka) SLOPE FROM REMOTE VENT of DOWN TO TANKS 1/8" PER FOOT MIN FLOW RATE 1-6 NOZZLES - 10 GPM 8 NOZZLES - 9.5 GPM 10 NOZZLES - 8.8 GPM 12 NOZZLES - 8.3 GPM 2" FIBERGLASS VENT PIPING - SLOPE FROM REMOTE VENT DOWN TO TANKS 1/8" PER FOOT MIN 12" MIN TANK #3 FILL (DIESEL) REF 4-G6.1 AND 1-G4.1 TANK #3 VENT (DIESEL) REF 4-G6.1 AND 3-G4.1 TANK #3 STP SUMP (DIESEL) REF 4-G6.1 AND 2-G4 INTERSTITIAL MONITOR REF 5-G6.1 AND 4-G3 TANK #3 10 FT DIA 12,000 GAL DIESEL REF 2-G3 TANK #1 STP SUMP (RUL) REF 4-G6.1 AND 1-G4 1 1 PIPING DESIGN BASED ON 25' LENGTHS NOTE: REF 1-G6.1 FOR DIMENSIONS AND LOCATIONS OF DISPENSERS. REF G5 oSIDE 1 DISP 2 EXISTING CANOPY-/ COLUMN, TYPICAL EXISTING HOOP BOLLARDS TO REMAIN @ INSIDE OF COLUMNS (TYPICAL) 0 SIDE 1 UTODI REF 2-G6 v o REF 1-G5 SIDE 1 -y DISP 4 FOR PIPING TRANSITION TO END SUMP USE (2) DBL-WALL 45° ELBOWS O _� SIDE 1 51 Uj O6 DISP 3 DISPENSER STATION o ID TYPICAL STORE SIDE tCKFILL TYP ALTERNATE) k 1 rirr=/ PRODUCT / VENT PIPING PIPING TRENCH SECTION 1 /8"=1'-0" TANK #2 VENT / VR (PUL) REF 4-G6.1 AND 2-G4.1 TANK #2 FILL (PUL) REF 4-G6.1 AND 1-G4.1 TANK #2 STP SUMP (PUL) REF 4-G6.1 AND 1-G4 STREET SIDE TANK #2 10 FT DIA \F\ j 8,000 GAL PREMIUM UNLEADED REF 2-G3 TANK #1 1 10 FT DIA 1 20,000 GAL REGULAR UNLEADED REF 1-G3 v o . REF 1-G5 SIDE 1 11 1© � DISP 6 M ------------ FOR PIPING TRANSITION TO FIRST SUMP USE (2) DBL-WALL 90" ELBOWS FOR UNDER THE SUMP PIPING TRANSITIONS USE DBL-WALL TEE AND DBL-WALL 90* ELBOW (CONNECTING PIPE LENGTH VARIES) " O REF 1-G5 ❑ _ SIDE 1 Lj O DISP 5 10 0 FUEL PIPING PLAN - 1 /8"=1'-0" 3" OVER 2" DBL-WALL FIBERGLASS PRODUCT PIPING - SLOPE AS REQUIRED TANK #1 VENT / VR (RUL) REF 4-G6.1 AND 2-G4.1 TANK #1 FILL (RUL) REF 4-G6.1 AND 1-G4.1 INTERSTITIAL MONITOR REF 5-G6.1 AND 4-G3 GENERAL NOTES 1 ALL CONSTRUCTION SHALL MEET COUNTY J STANDARDS. CONTRACTOR TO SECURE ENTIRE CONSTRUCTION AREA WITH CHAIN LINK FENCING DURING CONSTRUCTION PERIOD. O 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY a. ENGINEER OF ANY DIFFERENCES BETWEEN THE 0 ACTUAL FIELD CONDITIONS AND THE PLANS N BEFORE PROCEEDING WITH CONSTRUCTION. 3 PETROLEUM CONTRACTOR SHALL BE RESPONSIBLE FOR THE INTEGRITY OF THE PIPING SYSTEM DURING CONCRETE FLATWORK INSTALLATION. 4; 4 AFTER COMPLETING INSTALLATION OF DISPENSERS, THE PETROLEUM CONTRACTOR IS TO INSTALL BRIGHT ORANGE CONSTRUCTION FENCE AROUND ENTIRE DISPENSER. 5 PETROLEUM CONTRACTOR IS TO BE AWARE Proto 2nd Qtr 04-03-15 THAT ON THE DAY THE GASOLINE SYSTEM IS PUT INTO SERVICE, THE GAS CONTRACTOR AND A GILBARCO AUTHORIZED SERVICE CONTRACTOR 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) HOURS DUE TO FUELING SYSTEM ISSUES, SHOULD BE BILLED AS A CHANGE ORDER. LO U o Z a KEY NOTES 1 6" CONCRETE SLAB AT FUELING CANOPY. REF 1-GO.1 FOR TOS ELEVATIONS. 2 GEOTECH FABRIC MATERIAL TO EXTEND 12" PAST EACH SIDE OF PIPING TRENCH AND TANK EXCAVATION. 3 PIPING TRENCHES SHALL BE DUG IN SUCH A MANNER THAT THE TRENCH WIDTH IS EQUAL TO AT LEAST TWICE WIDTH OF ALL PIPING CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" (10cm) CLEAR DISTANCE BETWEEN PIPING POSITIONED IN THE TRENCH AND 6" WHERE PIPING CROSSES OVER EACH OTHER. THE BOTTOM OF THE TRENCH SHALL BE AS UNIFORM AS POSSIBLE TO ELIMINATE HIGH SPOTS AND ENSURING AN EVEN LAYER OF BEDDING MATERIAL UNDER THE PIPE. REMOVE ALL SHARP ROCKS AND DEBRIS FROM THE TRENCH BOTTOM BEFORE BEDDING MATERIAL IS INSTALLED. 4 SITE CONDITIONS MAY CAUSE VARIATIONS WHICH MUST BE APPROVED BY OWNER AND MANUFACTURER. PIPING BURIAL DEPTHS LESS THAN 18" REQUIRES OWNER APPROVAL. co J 10- J J 00 C Cn Z a ILL Z �~ �-Z(A Q U> Z �a _�_ QW Z Z F- Q� C) a. a `Y'w N C7 Z J W M L=L 14 L OC W Lim 1� mmlmk- Salinas! go �nw� O � � •� n c c o v �rYaU. o H 0 C5 O N Z M N Q m LU M m N CD 0 0 0 'pp >_+ 001COk63°NO mC-N arc e v .. U �,��t�c=NON0��N v�oLO°:E8ma=CL0WW (pN0���3C0 +-o O emu3ai� u�W=W -CL Wor>jv, ww o.Qcym0a 02. w U OOP 0 0 p Nrn O-C-0 V p n"ECL-o° mmc� OWcw mU=3-CO `,,�4tl/llllf/I��I No 68170 e 4 '0 ' ,AfnfTE OF o •. Al SHEET: G 1 FUELING - USA ® KEY NOTES 3 0 z 0 U w rn Y Q M Q00 if NO s anL�j rz m tIVE PROOF J-BOX 4" NPT THREADS FLAT ;RETE SLAB AVEL BACKFILL TYP )ROVED IATE) IT WITH SEAL -OFF :F 1-G9 AND 1-G12 ND CORD GRIP =D WITH SENSOR P RISER PIPE BY MALE FITTING AT END OF PIPE RISER DRD r CUT) R SPEC TANK WALL rITIAL SPACE ANK WALL ANNULAR SPACE RISER AND SENSOR SECTION 10' DIA 20,000 GALLON SPLIT TANK SECTION 1 /4"=1'-0" % GRAVEL BACKFILL TYP t APPROVED ALTERNATE PEA GRAVEL BACKFILL FERIAL (OR APPROVED 'ERNATE) UNDER IKS AND DEADMEN ^/ A- AAA•111/�I r wow . �.-� •���...w. -.w GRAVEL BACKFILL TYP 4PPROVED ALTERNATE) EA GRAVEL BACKFILL ERIAL (OR APPROVED :RNATE) UNDER TANKS DEADMEN MIN muv Mary MIN MIN MIN 10' DIA UNDERGROUND STORAGE TANK SECTION 1 CONCRETE SLAB. REF 1-G6.1 FOR TOS ELEVATIONS. ALL MANHOLES WITHIN THE TANK SLAB AREA TO BE RAISED 1" ABOVE THE NORMAL GRADE OF CONCRETE. SLOPE CONCRETE TO MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO c NOT INHIBIT WATER DRAINAGE OFF THE TANK 2 SLAB (NO POOLING). v N 2 GEOTECH FABRIC MATERIAL TO EXTEND 12" O MINIMUM PAST THE TANK HOLE EXCAVATION. METHOD OF PINNING FABRIC AT TOP OF EXCAVATION TO BE APPROVED BY THE OWNER CONSTRUCTION MGR. 3 NOT USED rmm) 4 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK MANUFACTURER. PLACE DEADMEN PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5 FOR SLOPE, FOLLOW CURRENT OSHA REGULATIONS. IF SHEET PILES ARE UTILIZED, PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW TANKS AND SHORING. 6 BURIAL DEPTH GREATER THAN 5'-8" REQUIRES OWNER AND MANUFACTURER'S APPROVAL. 7 UNDISTURBED SOIL OR COMPACTED BACK FILL NOT LESS THAN 96% OF MODIFIED PROCTOR DENSITY (AASHTO-T-180). 10' DIA 20,000 GALLON TANK SECTION % GRAVEL BACKFILL TYP t APPROVED ALTERNATE) PEA GRAVEL BACKFILL SERIAL (OR APPROVED 'ERNATE) UNDER IKS AND DEADMEN Proto 2nd Qtr 04-03-15 0 UC' co M Jm cn Da mac) Z OQ m_J O Wl-- E-z( U C�LLj > zg� LLJ �= aaa U) Y Z Q� 0 ch } Z H Q Q ciW N W O (V M T_ (o Y 0 o P 0 O N co Z M 0 co c N Q m � co N � = U Q V cc � t fA 0 0 0 `oa�imca�000mc��f0 Urn.. '10 a) .. �.0 2 c•° oot o N= a o 0$oo2>,=o—�Lmu, ca u) r0 r a� � 3 c aL — ao-o10r: u.!5 `Uccc5 w°mvoiQoa-d2oor -pE 0 E N ,F o N o uu)iin mtv� V c0cc>,o oca��o�:D oc0o c0_ 00= 3:—S —co 1111111111! ! ��♦•OQ� ��� E IVSF. ���i��� 40 No 68170 •• e STATE OF Z z:'0NAl_ SHEET: G 3 FUELING - USA ® KEY NOTES 9 0 c a cn ]e CONCRETE TA EXPLOSION J-BOX TYP ( ELEC S CONDUIT AND I STP POWER CONK CONDUIT FROI ROOM FOR STP F 2" SCHED 40 BLAC PIPE FITTINGS 2" FRP X 33" LONG MIN (BEYOND) FOR SUMP HOUSING 1" CLR FRC SECTION ROTATE VIEW AS REQUIRED FOR FIELD CONDITION ELECTRICAL PENETRATIONS INTO SUMP ARE SHOWN FOR REFERENCE ONLY - COORDINATE LOCATIONS WITH SHEET G9 AND FIELD CONDITIONS IkM ",INTAIN 8" TO 10 CLR OM TOP OF MANHOLE COVER TOP OF WT COVER �TERTIGHT COVER WITH SERVATION PORT IGN PORT WITH ATG IM MH SKIRT TO MAINTAIN rO 4" BETWEEN SUMP CURE FOAM PIPE INSULATION BOTTOM OF MH SKIRT PLOSION PROOF J-BOX )R SENSORS) 91 _C SEAL -OFF 1NDUIT FROM ANNULAR SPACE ,NHOLE FOR SENSORS EL PLUMBING TREE F 5-G4.1 MP SENSOR BRACKET BOLTED TO ATG RISER (2 LOC) 'E CLAMPS, SENSOR BRACKETS D U-BOLTS BY GC RIKE PLATES TANK MFR MAINTAIN 8" TO I ^' ^ FROM TOP OF MANHOLE C TO TOP OF WT C CONCRETE TANK EXPLOSION PROOF (FOR STP PC ELEC SEAL -OF CONDUIT FROM ELEC I FOR STP P( CONDUIT AND LBl STP POWER CONNEI SEE PL 2" FRP X 33" LONG (MIN) FOR SUMP SENSOR HOUS 1" CLR FROM 1 1 J MINIMUM 4'-0" STRAIGHT RUN OF TYP 0 PIPING PRIOR TO FIRST CHANGE OF DIRECTION FITTING TYP 1 Oj 2" FRP X 33" LONG MIN ° EYOND) FOR SUMP SENSOR TYP HOUSING 1" CLR FROM TANK 11 0 TYP FUEL PLUMBING TREE 3 TYP(BELOW DISCHARGE) REF 5-G4.1 ° SUMP SENSOR BRACKET FUEL PIPING TF ° U-BOLTED TO ATG RISER (2 LOC) REF 54 CONDUIT AND LBY'S TO ° ° PIPE CLAMPS, SENSOR BRACKETS STP POWER CONNECTION ° ° AND U-BOLTS BY GC EXPLOSION PROOF ° o �_CONDUIT AND LBY'S J-BOX TYP (POWER) ° STP POWER CONNECT EP J-BOX TYP (SENSORS) 1 ° EXPLOSION PROOF J-E O :ONDUIT FROM ELEC ROOM FOR (FOR STP POW STP POWER CONDUIT FROM ANNULAR SPACE MANHOLE FOR SENSORS CONDUIT FROM ELEC RC FOR STP PON XERXES 42" EIGHT SIDED SUMP- XERXES 42" EIGHT SIDED SUI SUPPLIED w/ TANK (TYP) SUPPLIED w/ TANK (T REF SECTION PLAN DIESEL STP SUMP DETAILS- 3/4"=l'—Ovl 1 ELECTRICAL CONDUIT(S) TO ENTER SUMP 2" MIN ABOVE HIGHEST PRODUCT PENETRATION. 2 LOCATE ELECTRICAL JUNCTION BOX AT HIGHEST c LOCATION IN SUMP RISER FOR EASY ACCESS 2 FROM ABOVE. w C- c� 3 SUMP SENSOR TO REST AT LOWEST POINT OF SUMP ENCLOSURE ON PRODUCT PIPING SIDE OF SUMP. TANK CONTRACTOR TO SUPPLY ALL BRACKETS AND CLAMPS FOR 2-POINT MOUNTING 1 OF THE 2" FRP SLEEVE. I 4 SET MANHOLE COVERS 1" ABOVE THE FINISH 4; GRADE AND SLOPE CONCRETE AWAY FROM MANWAY COVERS AT 2% GRADE. 5 POSITION BALL VALVE FOR UNOBSTRUCTED USE OF SHUT-OFF HANDLE. Proto 2nd Qtr 04-03-15 RTIGHT COVER WITH RVATION PORT I PORT WITH ATG MH SKIRT TO MAINTAIN 4" BETWEEN SUMP RE FOAM PIPE INSULATION )TTOM OF MH SKIRT ISION PROOF J-BOX >ENSORS) �2 IED 40 BLACK IRON ITTINGS AND UNION BY GC JIT FROM ANNULAR SPACE DLE FOR SENSORS 'LUMBING TREE G4.1 IED 40 BLACK IRON ISER BY GC SENSOR BRACKET FED TO PIPE RISER (2 LOC) LAMPS, SENSOR BRACKETS -BOLTS BY GC _ PLATES 4K MFR SECTION l ROTATE VIEW AS REQUIRED FOR FIELD CONDITION ELECTRICAL PENETRATIONS INTO SUMP ARE SHOWN FOR REFERENCE ONLY - COORDINATE LOCATIONS WITH SHEET G9 AND FIELD CONDITIONS iAUM 4'-0" STRAIGHT RUN OF IG PRIOR TO FIRST CHANGE ARECTION FITTING TYPICAL )UIT FROM ANNULAR SPACE MH FOR SENSORS OSION PROOF J-BOX SENSORS) INCLUDES 4LL VALVES) P SENSOR BRACKET U-BOLTED TP RISER (2 LOC) - PIPE APS, SUMP BRACKETS AND ,LTS BY GC ?" FRP X 33" LONG FOR SUMP SENSOR 31NG =mw_,.I REGULAR AND PREMIUM STP SUMP DETAILS 3/4"=1'-0" 0 U`n J `y) M JL M It O M 0� NO Q m-j LL L.L F— Z c/) 0Q ZW= F—_ —Ow ZF- QH C)cn} Md -Q C)W W N O N M T" W O C� CO H 0 IL U) Z i im o P O 00 Z N M O U) N Q m W -p � m N C �C ui 3 m 0 o O 2v02N2`omoc"ac-''0m �jv�i:6�,»-� ca) c00 A>a)°'�c3'oc�0aoiv`�v; �O�a0'F9 Nstoo) (a M=o m�E 3a1!Ci ,02263€v c aRc0>1a3�cmvmiQm +N2'D40)Q�-dj?0:E of 0000 fA L V e N o wcn t�_a a _5*0v >.a m w o c w au)cCLQ)M xiUm>cO oN� m3'-tn GEN �. • 9.�'o i No 68170 ' ATE OF SHEET: G4 ® KEY NOTES FOAM FORM LAY-UP OVER FORM 6" WIDE M M M 360 DEGREE 3 MAT LAY-UP INSIDE & OUTSIDE ANNULAR SPACE OUTER WALL 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. TANK SUMP LAYUP DETAILS- NTS DIESEL VENT DETAIL 1 "=,'—p„ A BLACK IRON PIPE RISER A TWO LAYERS OF PRIME AND kP MATERIAL BY GC GRAVEL FILL MATERIAL UPPER SUMP WALL 3 MAT LAY-UP INSIDE & OUTSIDE LOWER SUMP WALL SCHED 40 BLACK IRON IE FITTINGS BY GC SINGLE PRODUCT OUTPUT DUAL PRODUCT OUTPUT 2" SCHED 40 BLACK IRON PIPE AND UNION BY GC (G0�1 SHUT OFF VALVES IV, WITH FLEX CONNECTOR FUEL PLUMBING TREE DETAILS- 1 1 /2"=1'-0" r^n .-.,,.•.^ ;CREME OF INER COVERS ,NCRETE AWAY FROM INER COVER NG PIPE NIPPLE BY GC FILL MATERIAL 'IRON PIPE TWO DRIME AND RIAL BY GC 3" O 3" RUL / PUL VENT/VAPOR DETAIL PIPS SUMP SENSOR E U-BOLTED TO PIPE RISEF PIPE CLAMPS, SENSOR BF AND U-BOLI 2" FRP X 33" L( (MIN) FOR SUMP HOUSING 1" CLR FRi SUMP SENSOR AND SENSOR BRACKET DETAIL 3/4"=,'-0" 1 CONCRETE SLAB. REF 1-G6.1 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. CROWN CONCRETE AS TO NOT INHIBIT WATER DRAINAGE OFF THE TANK SLAB (NO POOLING). 2 SUMP SENSOR TO REST AT LOWEST POINT OF SUMP 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. 3 POSITION BALL VALVE FOR UNOBSTRUCTED USE OF SHUT-OFF HANDLE. c O Q. •U 4 OVERFILL PREVENTION VALVE INSTALLED PER MFR'S SPECIFICATIONS. SET OVERFILL DEVICE FOR RESTRICTION OF FLOW AT OR BELOW 90% TANK O CAPACITY AND POSITIVE SHUT-OFF AT 95% TANK CAPACITY TO MEET NFPA 30 REQUIREMENTS Proto 2nd Qtr 04-03-15 r^^ `LOR SCHEME OF DNTAINER COVERS 6.1 'E CONCRETE AWAY FROM DNTAINER COVER 6.1 'EL ULAR & PREMIUM 6" LONG PE NIPPLE BY GC AVEL FILL MATERIAL IT TO EXPLOSION J-BOX FOR ROUTING LACK IRON PIPE RISER NO LAYERS OF PRIME ZAP MATERIAL BY GC Z 10 FT TANK FUEL FILL CONTAINER DETAIL 0 UC' `v) J M M u �LL M oul _ a- a c) F- 2 O Q _J LL w �~ (D w F_ZJ Z: - F-= QoOf U) ZF- <� 0�= Y Q �/MW N Q F— W O M (o cD Y o W CD w O i- N co Z Mc:) No 68170 STATE OF - 4fJ l ON SSEG4. 1 FUELING - USA 3"/ 2" 3"/ 2" E d c N cI CV 0 a a 3"/ 2" PIPING CONNECTIONS OTE: THE DEEP DISPENSER SUMP (FDS-4021-SL) SHOWN IS TO DISPENSER SUMP ELEVATIONS 1" = 1'-0" SUMP MONITORIN CONDUI" REFERI FOR DI PIPING E SUMP MONITORING CONDUITS REFEREE FOR DIR PIPING ENl D P U 3+1 DISPENSER 3+U U15Fj1=NStK 3"/ 2" -RITICAL! SIDE CONDUIT CHANNEL WER 0 M OWER DISPENSER SUMP - PLAN VIEWS - 2" SCHED 40 BLACK IRON PIPING AND FITTINGS BY GC 2" FIBERGLASS TUBE WITH "V" NOTCH - POSITION TUBE 1" FROM BOTTOM OF SUMP WITH NOTCH IN VIEW FOR INSPECTOR FITTING w/ PLASTIC TUBING BY FUEL CONT., REMOVE AFTER TESTING. TURN TEST PORT HOLE IN FITTING TOWARD BOTTOM DURING INSTALLATION FOR FUTURE DRAINAGE END LOWER PIPING CROSS BRACE PROVIDED WITH DISPENSER SLOPE CONC REF 1-G6.1 ♦ e. e . ♦, a d .e� G e PIPE CLAMP BY GC 2" ID FIBERGLASS TUBE qO3 TO BE BRACKETED TO STEEL SUPPORTS AT RIM OF SUMP FOR SUMP SENSOR V CUT LOCATED AT BOTTOM OF FIBERGLASS TUBE TO BE VIEWED BY INSPECTOR GRADE FOR RIGID FIBERGLASS PIPE AND FITTINGS - REF 5-G5 FOR PIPING CROSS-OVERS co REF MANUFACTURER'S o INSTALLATION INSTRUCTIONS N Q 4'-0" MIN 1 AS REQ 9 3/8" 5"L 10" O 3+0 DISPENSER 0 FOR RIGID FIBERGLASS PIPE 10 09 AND FITTINGS - REF 5-G5 03 FOR PIPING CROSS-OVERS 1 w REF MANUFACTURER'S 0 c INSTALLATION INSTRUCTIONS 2" SCHED 40 BLACK 11 � `V j IRON PIPING AND z FITTINGS BY GC M2" FIBERGLASS TUBE WITH 4'-0" "V" NOTCH - POSITION Fv i TUBE 1" FROM BOTTOM OF ° SUMP WITH NOTCH IN I VIEW FOR INSPECTOR ° ° 0 ° ° ° z 0 � 03 ° ° `- ° ° ° ° INTERMEDIATE DISPENSER SUMP SECTION - CHECK WITH CONSTRUCTION MANAGER FOR OCTANE DECAL ARRANGEMENT AND PROPER OCTANES TO BE USED(MIDGRADE ALWAYS TO BE AT CENTER.) UNIONS AND PIPING BY GC SLOPE CONC REF 1-G6.1 d e. e d e d - ♦ a: 12 TRIM SUMP AS REQUIRED FOR SITE CONDITIONS AND PIPE SLOPES. RELOCATE RAIN -LIP AND EQUIP RAILS TO MAINTAIN A 2" PROJECTION ABOVE THE RAIN -LIP VARIES PER FIELD CONDITION 2" SCHED 40 BLACK IRON PIPING AND FITTINGS BY GC 6" MINIMUM PRODUCT PIPING TRUNK LINES GENERAL NOTES 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 Q- TIGHTNESS AND PROPER INSTALLATION. 2 SUMP TO BE CLEANED OF DEBRIS AND DRIED AFTER TESTING. KEY NOTES 1 SOURCE NORTHAMERICA TO SUPPLY U-BOLTS TO SECURE PIPING TO CROSS BRACKETS SUPPLIED BY GILBARCO. Proto 2nd Qtr 04-03-15 2 CRITICAL - MUST HAVE 2" RAIN LIP ABOVE INTEGRAL RAIN LIP FRAME. 3 SHEAR SECTIONS OF SHEAR VALVES SHALL BE MOUNTED FLUSH WITH TOP OF PAVEMENT. co W 4 HOSE RETRACTOR REQUIRES FIELD LO J MODIFICATION, REF MANUFACTURER'S U 6 INSTALLATION INSTRUCTIONS FOR SPECIFIC J M < USE. J c" 00 CNw �LL MoM 0 �gJM 02 Q m� p ILL� �-zC C�Lu > Zg_j o Z Z co} <F- MW � C) N Z n/ N W (n M � Q RETRACTOR 9 4 n n HOSE CLAMP 01 II II LOWER PIPING CROSS BRACE PROVIDED WITH DISPENSER SLOPE CONC �1 REF 1-G6.1 e " e . e r 4. .♦ ♦ .. e.,d '.♦ 2" ID FIBERGLASS TUBE TO BE —� BRACKETED TO STEEL SUPPORTS AT RIM OF SUMP FOR SUMP SENSOR TY 0 03 0 V CUT LOCATED AT BOTTOM OF FIBERGLASS TUBE TO BE VIEWED BY INSPECTOR GILBARCO ENCORE 700S DISPENSER. 1" = 1'-0" 5" 5" 10" O 3+1 DISPENSER CHECK WITH CONSTRUCTION MANAGER FOR OCTANE DECAL ARRANGEMENT AND PROPER OCTANES TO BE USED UNIONS AND PIPING TYP BY GC V SLOPE CONC REF 1-G6.1 a q < ' e d ♦ e' 12 0 TRIM SUMP AS REQUIRED FOR SITE CONDITIONS AND PIPE SLOPES. RELOCATE RAIN -LIP AND EQUIP RAILS TO MAINTAIN A 2" PROJECTION ABOVE THE RAIN -LIP VARIES PER FIELD CONDITION 2" SCHED 40 BLACK IRON PIPING AND FITTINGS BY GC 6" MINIMUM PRODUCT PIPING TRUNK LINES OL m Wammums 0 CCmew a r � 0) 0 o- t co (0 Y p o Lij CD i- O p 6 O N Z � M O (A cV Q m � m N C Y 0 (n 0 o U O0000000/4C�N0 cmoo0 22.2 O C O N� a 0 N N NOV VC_�ca- , 0 t m anico"3aiw�' °•c-3mc a=No=-a3�om1On�co aoi � o a.24) � o 6 M�U'aN6W(0 0(�U U� O� C S C a0 N O c� oc3>.a0 0.w0mx��>'°'co ,,,����rrrr►rA����i •-`c E f V��• No 68170 E OF •• 41 ONAL SHEET: G5 FUELING - USA ® KEY NOTES CC N T. c C r: CC 5'-1 " 12" DIA DIA HOOP BOLLARD DETAIL 1 /2"=1'-0" NCRETE PAVEMENT NCRETE FOOTING R SPECS - 12" DIA NOTUBE X 36" LONG NCRETE PAVEMENT NCRETE FOOTING R SPECS - 12" DIA NOTUBE X 36" LONG Z i SAPS TO BE )VE GRADE 1 PAINT VENT PIPES PER RADIANT SPECS. 2 PAINT VENT RACK, BOLLARDS AND ALL OTHER EXPOSED METALS PER RADIANT SPECS. I r- 0 o. N N rae c� i1 >N � Proto 2nd Qtr 04-03-15 U co cn VENT RISER PIPING J cM J -j u- Q 0 co0 c) � M W 0 � O/ Q -i o o Z L.L ~ F— Z V) Q C� > Z:5 F- o iv S1 a QW= W > ZF- 0 rn �c a. MO W W IN o a �o M W o 0 0 BLACK IRON RISER PIPING UM 4000 PSI CONCRETE FOUNDATION ANUFACTURER'S SPECIFICATIONS. PECIFICATIONS FOR SLUMP TEST. 3" SCHED 40 IRON V BY GC SIDE SIDE PLAN TANK VENT RISER SECTIONS- FRONT Wspop o m W l 'n� m � vrn c l � Y 0 O H 0 Co Z N M C:) c0 U) N Q m (W t37 N C AC 3 o >. a�mco °2)Vwa;88E U 5`15 N o c— N C VE0 o O� of = Nw a0 N o ooca=c�•--NCm0 0:E0-03=a —o _" c a _o C9 = m co v��io�'a�Q'oa3�ot��u, tll - U� �"" Ni/iLt N('� E2Jo-i -vw�,�Naioc� O�oN�°�OaxiOr No 6W 70 W STATE OF IPA Ifill SHEET: G 6 FUELING -USA a E M N N N 0 0 z a d. MANHOLE SIZES VARY d ' MAINTAIN 2" CLR TO a - REBAR TYP 4 n •-4 e 'd• e a a. t' d •• ADDITIONAL OPENING d. REINFORCING (4) #3 X T-0" (DIAGONAL) AT ALL SMALL " PENETRATIONS THRU TANK 6"I, 12 I. SLAB REINFORCING DETAILS "WD x 1 1/2" DP ,W CUT JOINT REINFORCING BARS 18" OC EACH WAY SAW CUT AT 6" CANOPY SLAB WD x 1 3/8" DP �W CUT JOINT REINFORCING BARS 12" OC EACH WAY SAW CUT AT 8" TANK SLAB SAW CUT DETAILS 1 /8"=1'-0" SITE CONCRETE (NEW CONSTRUCTION) REF CIVIL DRAWINGS SITE CONC I I CANOPY OR SLAB -11- TANK SLAB #3 REBAR DOWELS X 36" LONG AT 18" OC IF ADJOINING NEW CONSTRUCTION SITE CONCRETE FOR REINFORCING REF CONSTRUCTION JOINT (BELOW) CONTROLJT 8" TANK 11 6" CANOPY 3/4" SMOOTH DOWELS X 24" LONG 1■ � � III—� — II.-11-i1=�.-1'-III-i JOINT DETAILS- 2 SLAB 8" TANK SLAB (3) #3 X X-0" LONG REBAR AT 8 1/2" OC EACH CORNER HAVING THIS SLAB EDGE CONFIGURATION N WHITE WITH EXT YELLOW HEXAGON PRODUCT FILL (YELLC INTERIOR SPILL BUCKET TAG � I 54 PAINT "YELLOW' 1-' PAST RING (4 SIDI DIESEL WHITE WITH EXT BLACK CROSS PRODUCT FILL (WHITE) INTERIOR SPILL BUCKET TAG PAINT "BLACK" 1-1/2" PAST RING (4 SIDES) REGULAR UNLEADED EXT 39 SOLID ORANGE ® STAGE 1 VAPOR RECOVERY (ORANGE) kkhu_�_�_az VAPOR RECOVERY EXT RED WITH 3 WHITE CROSS PRODUCT FILL (RED) m�a INTERIOR SPILL BUCKET TAG 0 PAINT "WHITE" 1-1/2" PAST RING (4 SIDES) PREMIUM UNLEADED ALL OTHER SMALL MANHOLES PAINT BLACK MANHOLE COLOR SCHEDULE REMOTE - VENT RACK EL 93.5t 5' WIDE HOOP — BOLLARD RE: 2-G6 NOTE: ALL TOP OF MANHOLE RINGS TO BE 1" ABOVE GRADES SHOWN. SLOPE CONCRETE 1/4" PER FT TO NORMAL GRADES TYPICAL. SJ = SAW JOINT REF 3-G6.1 CJ = CONSTR JOINT REF 2-G6.1 NOTE: ALL BTM OF DISPENSER ELEVATIONS TO BE 1" ABOVE GRADES SHOWN. SLOPE CONCRETE 1/4" PER FT TO NORMAL GRADES TYPICAL. CJ r- — ——— — — — — — — I ro p � w I m co +1 0 > O �p Q w U LL C9 z c w zo LL+1W M M ' i I �w REMOTE VENT TRANSITION SUMP AND CONC SLAB REF CIVIL DRAWINGS FOR LOCATION 1 18'-2" G6 TTYPP ALPHA TANK CODE TO MATCH FUEL DESIGNATION FLUSH MOUNTED IN CONC REF PLAN 2-G1 X 42 REGULAR 43 PREMIUM ® 56 DIESEL "EDGE" FILL BUCKETS REF 5-G6.1 FOR COLOR SCHEMES TURBINE MANHOLE NOTE TO GC: DO NOT PAINT MANHOLE COVER NUMERICAL TANK CODE TO MATCH TANK MONITOR FLUSH MOUNTED IN CONC 40 41 REF PLAN 2-G1 72 CONCRETE TAG AND MARKER DETAILS 1 /2"=1'-0" STREET SIDE -2" O-T-O TANK S EL 93.05 Go F 0°0 0° Oo ELL L EL 93.00 92.95 F 0 C EL 92.90 F EL 93.00 Oo Oo O EL 93.10 U — CJ — — — C — — — — — -, ci C — — — — — — — — — — — — — — J — — — — DIsp o44 DIS�P 6 (�7 O8 11 fnl 1© Fl cW) � 3-G6.1 0 4 El c? N CJ CJ C EL 93.52 EL 93.91 EL 93.51 ALL SIDES ALL SIDES ALL SIDES EXISTING CANOPY COLUMNS (TYPICAL) EXISTING HOOP BOLLARDS TO 8'-0"t REMAIN @ INSIDE OF 48" OUT FROM- LD VERIFY) COLUMNS (TYPICAL) DISPENSER SLOPE CONCRETE UP TO CJ EL —93-.5-5-1 rF ALL SIDES CJ ALL SIDES BTM OF DISPENSER CJ TYPICAL OII IlO DISPENSER STATION 5 II (l ) �J 0 ID TYPICAL U0 DISP 1 DISP 3 0 0 CJ CJ — — CJ — — — STORE SIDE i U 4 LO 0 EL 93.50 ALL SIDES O9 "— 10 On C9 DISP 5 0 CJ CJ LIMITS OF CONC SLOPE TYPICAL 48" OUT FROM MANHOLE SLOPE CONCRETE TO MANHOLE LID TYPICAL FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN m Y z co m a O z a U u ® KEY NOTES 1 CONCRETE SLAB. REF DETAIL 1 THIS SHEET FOR TOS ELEVATIONS. ALL MANHOLES WITHIN THE TANK SLAB AREA TO BE RAISED 1" ABOVE THE NORMAL GRADE OF CONCRETE. SLOPE CONCRETE TO MANHOLES 1/4" PER FT. CROWN CONCRETE AS o TO NOT INHIBIT WATER DRAINAGE OFF THE TANK +.• SLAB (NO POOLING). U m 2 GASOLINE RESISTANT JOINT SEALING COMPOUND - REF SPEC SECTION V CONCRETE / PART 2 - PRODUCTS / 2.1.9. 3 UNDISTURBED SOIL OR COMPACTED BACK FILL NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY (AASHTO-T-180). ca 0 4 1/2" THICK ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL. (D Proto 2nd Qtr 04-03-15 0 (� L' J CC) M z cM a� L a M � M J D0- cn ;mcn z 0 _j O �F- ~Z( Z z W 0 g ZJ ¢ �-_ —off Z~ Q z 0) Q Q W N — J W M uj LL aft 09 La 5 'kin �o co a Once cc^°°� O C iA N 0= (0ce) Lu co Ix Y f7 o P 0 0 N 00 Z O CO iA N Q m W U) m 'fl (D C U N 0 U M i L oa�ic�oc`u�°momc��m U >.'��wcoaa5E .. U 2 60ouo) wO0) ;jva:2a)m3�CL o w�Nm��a3 * 2c=w w mu)a v+.o off- .6!:tE4%22a`of >OD0 E�o,0mLowcnm==v c a.2:,Wcoca05>,.S wca:3omxommas o N �•. 01Uw 3'-co SOP' v�C E No 68X10 STATE OF SHEET: G6,1 FUELING - USA E n. 0 <r- N c0 O N C1 CV U N cm Z Of a G.� 3 0 LH x a w x v w M a x CY w GENERAL NOTES a I N N 0 Ce WARNING FIRE 9 NO SMOKING g EXTINGUISHER DANGER EMERGENCY SHUT OFF OUTSIDE EXTREMELY FLAMMABLE Use as Motor Fuel Only • NO SMOKING! • Stop Engine. • Turn off all electronic equipment including cellular telephones. • Do not leave nozzle unattended during refueling • Do not re-enter your vehicle while gasoline is pumping. • Discharge your static electricity before fueling by touching a metal surface away from the nozzle. • If a fire starts, do not remove nozzle - back away immediately Static Sparks Can Cause A Fire, especially when filling portable containers. • Containers must be metal or other material approved for storing gasoline. • PLACE CONTAINER ON GROUND! DO NOT FILL ANY PORTABLE CONTAINER IN OR ON A VEHICLE. • Keep nozzle spout in contact with the container during the entire filling operation. NG-2402 IN CASE OF FIRE, SPILL OR RELEASE: 1.USE EMERGENCY PUMP SHUTOFF 2. REPORT THE ACCIDENT! FIRE DEPARTMENT TELEPHONE # 911 FACILITY ADDRESS: IN CASE SPILL OR N.T.S. OF FIRE, RELEASE 24 "URS A DAV GAS PUMPS ARE VIDEO MONITORED N.T.S. CONTAINS 10% ETHANOL FederalWARNING pmhlbits use in i' year 2007 and later hi hway .19 vehicles P damagend engines. Its use may and engines. LOW SULFUR HIGHWAY DIESEL FUEL N.T.S. 1. SIGNAGE IS PROVIDED BY RADIANT OR GC. 2. SIGNAGE TO BE INSTALLED BY CONTRACTOR PER RADIANT GUIDELINES. 1 2 3 4 5 6 DISPENSER NUMBERS N.T.S. c O 4- tL .c 0 W1 4) d.+ M 0 I.L Proto 2nd Qtr 04-03-15 UC) 0 J cc) M M CNI -i LL �Q 0o d' MoM 02 Q mJ p Ll- H W �~ �-Zf1 0 CD > Z :5 W I—= Qom Q Z C") Z Q W Mw N O fV M V- LU W O O 0 Ho N 00 Z M O (0 U) N Q m C m 3 0 U U) a a),r— ou�omc-�% U Ny � a`)w c (D•'o 00 •°E C C 0ZW. 0, U a)tuono �0Q�c�svNm4) a)§ o 4) O 2 ` m o. c- a 0 >, a ca r- m M u,ou,a�c'oa3v,3 0Sw 4 2 N *Q � `' 0 O.. O E 0.6 aM W M L N�jVr f0 O.O.. jO >,"(DW/,OC�U V M:: OcOco...7>..0..+r 0fn c aa? o f° mU O cC c:6 O N.E = 3'-co ,01jJ11111►81°° pQ,'��G E N SF• 'F'9���i No 6 70 •*' � r :', EMERGENCY SHUT OFF N.T.S. DISPENSER SIGNAGE ELEVATION 3/490" = 1'-0" SHEET: G8 1 FUELING - USA E a CD i N CI N 9 0 Ln W 0 0 W Z J W z 0 COORDINATE RECONFIGURATION OF EXISTING PANEL P AND FUELING AREA CIRCUIT LOAD INFORMATION WITH ALL EXISTING PANELS. FUELING CONTRACTOR TO SUPPLY AND INSTALL BREAKERS AS REQUIRED AND VERIFY EXISTING ELECTRIC PANELS CAN MEET LOAD REQUIREMENTS. ALL NEW BREAKERS SHALL BE OF THE SAME MAKE, MODEL, & AIC RATING AS EXISTING. FIELD VERIFY ALL EXISTING ELECTRICAL PANEL CONFIGURATIONS FEEDER PANEL L 3 POLE 100 AMP SHUNT TRIP ENCLOSED CIRCUIT BREAKER NOTE: 3 #12, 3/4"C P SERVES: FUELING LOCATION: ELECTRICAL CLOSET MOUNTING: SURFACE EXISTING PANELBOARD 100A MAIN LUG ONLY 1PH 39RE 208/120V GROUND BAR CK LOAD SERVED WIRE BRKR PL PHASE C PHASE A PL BRKR WIRE LOAD SERVED CK 1 DISPENSER #1 12 20 1 1.08 1.08 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 1.08 1 20 12 DISPENSER #6 10 11 SWITCHED NEUTRAL -- -- - 0.00 0.00 - -- -- SWITCHED NEUTRAL 12 13 RUL STP 12 20 2 1.21 1.09 2 20 12 DSL STP 14 15 ----- -- -- - 1.21 1.09 - -- -- ----- 16 17 D-BOX CONTROLLER 12 20 1 0.11 1.21 2 20 12 PUL STP 18 19 LOW VOLTAGE DISC 12 20 1 0.36 1.21 - -- -- ----- 20 21 SPACE -- -- - 0.00 0.00 - -- -- SPACE 22 23 SPACE -- -- - 0.00 0.00 - -- -- SPACE 24 PER NEC ARTICLE 220 TOTAL TOTAL LOADI FEEDER LOAD 10.10 3.87 KVA AMPS AMPS AMPS 84.17 32.25 13.97 1 KVA KVA 67.16 13.97 67.16 ONE -LINE DIAGRAM IS FOR REFERENCE PANEL ONLY. GAS CONTRACTOR TO VERIFY P LOADS TO BE PLACED ON PANELS. EMERGENCY GASOLINE SHUT-OFF SWITCH (1) GENERAL CONTRACTOR TO INSTALL PANELS CIRCUIT BREAKERS AND CONDUIT. (2) GASOLINE CONTRACTOR SHALL INSTALL WIRING (FROM CIRCUIT BREAKERS TO EQUIPMENT), RELAYS, ETC. MAKE ALL CONNECTIONS AND COMPLETE SEAL OFF. FUELING CONTRACTOR TO FIELD VERIFY THE E-STOP IS IN PROPER WORKING ORDER AND E-STOP LOCATION IS READILY AVAILABLE TO THE PUBLIC PARTIAL ELECTRICAL ONE -LINE DIAGRAM 1 /8"=1'-0" a2NOT USEDNA FUELING CONTRACTOR: -INSTALL CONDUIT FROM THE ELECTRICAL ROOM GUTTERS TO FINAL TERMINATION POINT. -ROUTE ALL CONDUITS UNDERGROUND TO EXTERIOR WIREWAY @ C-STORE. ALL CONDUITS TO BE ROUTED ABOVE CEILING IN C-STORE TO FINAL TERMINATION POINT. NOTE: PVC CONDUIT (WHERE ALLOWED BY AHJ), MAY BE USED. RIGID NONMETALLIC CONDUIT (RNC) IS ALLOWED FOR UNDERGROUND RUNS IF CONDUIT IS BURIED AT A MINIMUM OF 2' WITH THE EXCEPTION OF THE LAST 2' OF THE UNDERGROUND RUN WHERE AHJ ALLOWS. LAST 2' WILL BE PVC COATED GALVANIZED STEEL. 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. 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. STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY. ENTIRE WIRING RUN MUST BE IN RIGID PVC COATED GALVANIZED STEEL CONDUIT (NO PVC OR RNC CONDUIT ALLOWED). STREET SIDE CONDUIT SCHEDULE NAME DESCRIPTION CONDUIT SIZE CITY WIRE SIZE / MFR # WIRE CITY 101 DISPENSER POWER -NON DIESEL 3/4" 4 #12 THWN-2 1#12 HOT, 1#12 NEUT, 1#12 GR 102 DISPENSER SUMP SENSOR 3/4" 6 BELDEN #88760 1 103 DISPENSER DATA * 3/4" 6 2-WIRE TWISTED PAIR CAT6 (FOR FUTURE EMV) 2 PAIR 1 104 2HP STP POWER 3/411 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 PUUDSL 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 NA _ _ - - 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 NA - - - - 113 NA 114 NA * REFERENCE GILBARCO FIELD WIRING DIAGRAM FE-364D FOR COMPLETE SPECIFICATIONS *CONTRACTOR TO UPSIZE CONDUCTORS FOR VOLTAGE DROP AS REQUIRED PRODUCT VENT REF 2-G4.1 42" CONTAINMENT MANWAY WITH SUBMERGED PUMP AND TANK PROBE REF 1-G4 PRODUCT FILL REF 1-G4.1 PRODUCT VENT REF 3-G4.1 42" CONTAINMENT MANWAY WITH SUBMERGED PUMP AND TANK PROBE REF 2-G4 ANNULAR SPACE RESERVOIR REF 4-G3 42" CONTAINMENT MANWAY WITH SUBMERGED PUMP AND TANK PROBE REF 1-G4 STORE SIDE EXTENTS OF CLASSIFIED AREA TYPICAL ALL DISPENSERS UNDERGROUND CONDUIT SCHEMATIC 1 /8"=1'-0" ANNULAR SPACE RESERVOIR REF 4-G3 PRODUCT FILL REF 1-G4.1 PRODUCT VENT REF 2-G4.1 DATA -10 SENSOR P-9 DATA SENSOR c 0 Q .0 m rdle a� Proto 2nd Qtr 04-03-15 UC) 0 J `o M J Daa OQ W V � F _ Z0) F_ W o N c+_ cx) N It MoM co m U- �ZJ ZgJ -Ow QM} �or) W N z J J Q ww z = OV w e o H N Zco M � � � N Q m U) C .Y N cc Cc cc N 0 0 m U 0 a occoco��momcg2M UN 6>,46Nwc0'000 -om �� oL O M? 0 0 toN �a wL�0 L N -2) �coc3�2.�°2w3c a o c t uai o N mQ'o a3 1 > 0 uciU�3-6o�N E �-c m 0U s �0 oo,ca�Loo (aoaIn 0m�',r-ocG.0>>.22 83(nEcx oma�CiocOc,, o N.S w 3'-cn SHEET: 0111 E 11"111- F EF?G� p hm 173 • c OF : j' OR �A: pNA„E0�`�0� G9 FUELING - USA C a 3 c CLASS 1, DIV. 1 5' RADIAL FROM VENT OUTLET CLASS 1, DIV. 2 10' RADIAL FROM VENT OUTLET VENT LOCATION WILL TANK LOCATIOI SPECIFIC DRAWINGS F TANK LOCATION AN[ LOCATION OF VENT RIS 20'-0" i1 END ELEVATION 3 1/499 = 11-099 N.E.C. HAZARDOUS AREA NOTES qOTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION O TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - PITS) (UNDERGROUND TANK - FILL OPENING) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: 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 WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. WITHIN THE DIVISION 1 OR 2 CLASSIFICATION LOCATION. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF E (DISPENSING DEVICE - DISPENSER) 10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION. EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN N.E.C. ARTICLE 514 CLASS 1 LOCATION ANSI/UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM OTYPICAL (UNDERGROUND TANK - VENT DISCHARGING UPWARD) PRODUCTS." EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION WITHIN 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. F (DISPENSING DEVICE - DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: SPACE BETWEEN 5 FEET AND 10 FEET OF OPEN END OF VENT, EXTENDING WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO IN ALL DIRECTIONS. GRADE FROM (1) THE DISPENSER ENCLOSURE OR (2) THAT PORTION OF THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS. N.E.C. ARTICLE 514 CLASS 1 LOCATION SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN OTYPICAL (REMOTE PUMP - OUTDOOR) ANSI/UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS." EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A C' TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION HORIZONTAL DISTANCE OF 10 FEET FROM ANY EDGE OF PUMP. (DISPENSING DEVICE - OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET OF ANY EDGE OF ENCLOSURE. HORIZONTALLY FROM ANY EDGE OF PUMP. C O II. V co N ral Proto 2nd Qtr 04-03-15 to Lo 00 J M 04 Q J as MoM W Q ma?M Oa w SIDE ELEVATION �w �� o� zg�LL 2 1 /4" = 1'-0" Q F-_ Q Ill = -ow g Qi M QM8- U �W N W N Z Mlirl CLASS 1, DIV. 2 20' RADIAL (TYP.) N.E.C. CLASSIFIED AREA @GROUND LEVEL 1 /8" = V-on SS 1, DIV. 1 '. 3) two o IW- N U 00 Z 0) M 0 co in N `- Q m 'a c m ui 3 ca -°� > a����ou�omc—.� Vwv>,, rEZ4) 885E >+ N �L C 7 tlD 0,0 H c) m 22.2 °t o mw a5 10i m,Etm�3��Ym= aaica�`°�w3m u��,omma'oa3�ot>> 0 a'c W " N 0 E2(IJ � 0 LD cl) �' L N jo!-fit N+rC U f�0� V0 (D C O C fl.o O �0)o���m°)Vr,3-co ���•' FEq '•�i xr do O �. STATE OF � �Z./ON A�-88111 �?��• . '48 SHEET: G9.1 FUELING - USA E a CV c0 N N CV U W Q 0 Z d M � of .. m3 CDL Z 3 Z a o GND L2 N L1 DISPENSER #1 BREAKER WIRE TROUGH ® KEY NOTES RUL STP #1 BREAKER 0 0 0 0 0 Fil STP 11 1 EMC PO P1 �o PUL STP STP 11 Fil 2 EMC PO — P1 �o ❑2 DSL STP #3 BREAKER 00 I �O O� [01 t�_H Eil EMC PO P1 10 21 a cTO SITE GROUND ELECTRODE El I EMERGENCY POWER CUTOFF LOAD CENTER 120 VAC N L1 / SINGLE 60 HZ GILBARCO STP ISOLATION BOX—#1 PA0287 L1 TB1-1 N TB2-1 TB1-2 L2 TB2-2 TB1-3 M1 TB2-3 TB1-4 M2 TB2-4 PO TB1-5 TB 2- 5 P1 TB1-6 TB2-6 GND TB1-7 TB2-7 TB1-8 TB2-8 DISPENSER #2 BREAKER DISPENSER GILBARCO STP ISOLATION BOX-#2 L1 N L2 M1 M2 PO P1 GND PA0287 TB1-1 TB2-1 TB1-2 TB2-2 TB1-3 TB2-3 TB1-4 TB2-4 TB1-5 TB2-5 T61-6 TB2-6 TB1-7 TB 2- 7 TB2-8 TB2-8 GILBARCO STP ISOLATION BOX-#3 L1 TB1-1 N TB2-1 TB1-2 L2 TB2-2 TB1-3 M1 TB2-3 T61-4 M2 TB2-4 PO T61-5 TB2-5 P1 TB1-6 TB2-6 TB1-7 GND TB2-7 TB1-8 TB 2- 8 BREAKER 0 sir- —i 4i)i�r-rrv.irm NEUTRAL (DISPENSER CTD—') /rIICDP-AICDI? two WIRING DIAGRAM FOR ISOLATION RELAY BOX- NTS 1(DISPENSER 1) F-1.1 INSTALL A SINGLE EMERGENCY POWER CUTOFF CONTROL TO REMOVE AC POWER FROM SITE IEUTRAL (DISPENSER 1) ® DISPENSING EQUIPMENT. :ROUND (DISPENSER 1) (THE CONTROL IS AN ADDITION SAFETY FEATURE DISPENSER 1 AND NOT A SUBSTITUTE FOR NEC/NFPA30 STP-1 (DISPENSER 1) # CIRCUIT BREAKER REQUIREMENTS. STP-2 (DISPENSER 1) Q- * LABEL THE EMERGENCY POWER CUTOFF N SWITCH AND INSTRUCT OWNER TO KEEP AREA CLEAR OF OBSTACLES. ❑2. CONNECT INSULATED GROUNDING CONDUCTOR FROM THE DISPENSER POWER PANEL TO THE SITE GROUNDING ELECTRODE. SIZE PER NEC. 3. INSTALL POWER BREAKERS TO EACH CIRCUIT p LEADING TO THE DISPENSING UNIT AND STP. THEY MUST BE CAPABLE OF SIMULTANEOUSLY DISCONNECTING HOT AND NEUTRAL CONDUCTORS. m ix ❑4 REFER TO INSTALLATION ADDENDA FOR Proto 2nd Qtr 04-03-15 SPECIFIC PRODUCT FIELD WIRING STP-1 DISPENSER 2 CONNECTIONS. CAP ALL UNUSED WIRES. LOCAL ( ) AND NEC MAY APPLY. STP-2 (DISPENSER 2) STP-3 (DISPENSER 2� ® 5. INSTALL CONDUIT PER NEC FOR HAZARDOUS DISPENSER #2 LOCATIONS. 1 (DISPENSER 2) DIESEL 6. WIRES -ALL WIRES ARE 14AWG (STANDARD) IEUTRAL (DISPENSER 2) UNLESS OTHERWISE NOTED. PUMP / DISP. L J GROUND - WIRE IS 12 AWG (STANDARD). oco O ;ROUND (DISPENSER 2) i M 1(DISPENSER 3) POWER LOADING AND DISTANCE RUN MAY J _j Co cy W REQUIRE LARGER WIRE SIZE. LL I*0 IEUTRAL (DISPENSER 3) 4 M � ;ROUND (DISPENSER 3) 7. NOT USED D CL M 0 STP-1 (DISPENSER 3) DISPENSER #3 CO L m STP-2 (DISPENSER 3) �8. STP ISOLATION RELAY BOXES ARE MANDATED O < Z � BY THE NEC (ARTICLE 514.13 - PROVISIONS FOR LL �• MAINTENANCE AND SERVICE OF DISPENSING LLi Z g_ J EQUIPMENT) AND ARE REQUIRED TO: Q Q W 1: W A. ALLOW SERVICE OF ONE UNIT SAFELY �' = o W cc WITHOUT REMOVING POWER FROM ALL Z Q cn } Z DISPENSING EQUIPMENT. Q M W 0 B. PREVENT DAMAGE TO EQUIPMENT FROM CROSS -PHASING. Q W N DAMAGE CAUSED BY CROSS -PHASING IS N 0 NOT COVERED BY WARRANTY M GILBARCO STP ISOLATION BOX PA0287 IS NOT AVAILABLE FOR 220/230/240VAC UNITS. (THIS IS A 7-ELEVEN SUPPLIED ITEM.) �9. FOR STPs GREATER THAN 1-1/2HP (SINGLE OR STP-1 (DISPENSER 4) THREE PHASE) CONNECT TO MOTOR STP—? CDISPFNSFR 4) ® CONTRACTOR COIL OF SEPARATE STP RELAY BOX. DISPENSER #4 1 (DISPENSER 4) 10. L1 FEEDS STP BOX CONTRACTOR COIL, EUTRAL (DISPENSER 4) THEREFORE L1 & EMC MUST BE ON THE SAME PHASE OR DAMAGE TO EMC WILL RESULT. ROUND (DISPENSER 4)WHEN EMC IS NOT USED, JUMPER STP BOX N. 1 (DISPENSER 5) TERMINALS PO AND P1 TOGETHER TO COMPLETE EUTRAL (DISPENSER 5) THIS CIRCUIT. ROUND (DISPENSER 5) ® 11. V.F.C. or STP C.B.S. STP-1 (DISPENSER 5) DISPENSER #5 STP-2 (DISPENSER 5) cc LLI Us VIA oC m Wo STP-1 (DISPENSER o ( o STP-2 DISPENSER 6 STP-3 (DISPENSER 6) ® O ' a w v g c DISPENSER #6 N y o N = X 1(DIESEL DISPENSER 6) � a )- LL EUTRAL (DISPENSER 6Y ROUND (DISPENSER 6) o H o U 6 O N Z M 0 U) N Q v m (w m N C �C o oa�imoomc���° 6 °oo'00 N •—,L C N N -p U! �n2�°otor- tnv-ao W'v �$°c=i(>,=n•Q �tuvrn Aso-3cCL ° a'N�>r'03t>>(0 w°o,ona°-620—. m�w� a�o;aN`D 7ID Z5 +0+ jam.. �,� y ton 6 -0U o:°ocaL>>%02 pfn c a., o o axiU o 3- c; co 01 ♦�`�� FEF)O�46 � 1 3 r •• r ST OF ••��: /' ,,S` O R...•• %,, U S'ONA%- 111111 \ SHEET: Gll FUELING - USA NON -HAZARDOUS AREA HAZARDOUS AREA GENERAL. NOTES REMOTELY MONITORED VEEDER ROOT EQUIPMENT. CONTRACTOR SHALL PLACE A TYPEWRITTEN SENSOR SCHEDULE THAT INDICATES WHICH CHANNEL IS ASSOCIATED WITH WHICH SENSOR SITE MONITORING WIRING SCHEMATIC 1 1 /2"=1'-0" 0 0 a 0 W Z 0 z 0 M En En r (% a � 00 en WZ �o )UF- JUNL; I IUN bUXt5 7 F'tK 11A11 Probe 11 B 11 Non-Disciminating Sump Sensor (Containment) =R CABLE JACKET TO MONITOR SEALANT PACK UTS is POS RJ45 CATEGORY PATCH 5CABLE CORD ROUTER HUB \ TO FRAME RELAY TELEPHONE LINE ISP CABLE WITH KIT ADAPTER #330020-409 NOTE: ISP ATG TS-1000 CABLE BOX PASSPORT GAS CONTROLLER 1. HUB, ROUTER AND CABLES BY NCR INSTALLER 2. PASSPORT GAS CONTROLLER, D-BOX, CRIND CONTROL CABLE, GAS CONTROLLER CABLE AND D-BOX CABLE INSTALLED BY THE GILBARCO AUTHORIZED SERVICE CONTRACTOR D-BOX "Y" CABLE & 2 9-PIN "D" STYLE CONNECTORS POS GAS CONTROLLER DIAGRAM N TS DUPLEX RECEPTACLE -7R�rk ,TA PAIRED GASOLINE CABLE IN TRENCH TO GASOLINE DISPENSERS GASOLINE DISPENSER DATA DISCONNECT DEVICE IMPORTANT: THIS IS A CONTROL REFLECT THE ACTUAL LOCATIONS s OF CONDUIT ENTRY (SEE NOTE 7 U BELOW). 0 0 VEEDER-ROOT REQUIRES THAT ANYONE INSTALLING OUR EQUIPMENT MUST BE LEVEL I CERTIFIED. FOR MORE INFORMATION REGARDING THE HOME STUDY INSTALLERS COURSE CONTACT JOHN HOWELL 951-532-8599. WARNING: IN INSTALLATION AND USE OF THIS p PRODUCT, COMPLY WITH THE NATIONAL ELECTRICAL CODE; FEDERAL, STATE AND LOCAL it CODES. IN ADDITION, TURN OFF POWER AND TAKE OTHER NECESSARY PRECAUTIONS DURING > N INSTALLATION, SERVICE AND REPAIR TO PREVENT Proto 2nd Qtr 04-03-15 PERSONAL INJURY, PROPERTY LOSS AND EQUIPMENT DAMAGE. WARNING: DISCONNECT ALL POWER BEFORE MAKING ANY CONNECTIONS TO PREVENT DEATH, SERIOUS INJURY, EXPLOSION, OR ELECTRICAL SHOCK. MONITOR MUST NEVER BE OPERATED UNLESS THE FRONT COVER IS CLOSED OVER THE BARRIER TERMINALS IN THE INTRINSICALLY SAFE AREA. Uc JM z W ' 1. INTRINSICALLY SAFE WIRING J J CNI BONDED CONDUIT MEANS THAT THE METALLIC M LO SECTIONS OF CONDUIT ARE PERMANENTLY Q j JOINED TO FORM AN ELECTRICALLY CONDUCTIVE PATH THAT WILL ASSURE a- O m J LL LL1 Q ELECTRICAL CONTINUITY, AND THAT THE H Z 07 (' CONDUIT HAS THE CAPACITY TO CONDUCT SAFELY, ANY CURRENT LIKELY TO BE IMPOSED. Ld �-/ Z J z_ Q Q W = CCQ a) BONDED & NON -BONDED CONDUIT - THE 1: 0 0 WIRES BETWEEN THE MONITOR AND EACH Z Q M 0 � PROBE/SENSOR LOCATION MUST BE #14, #16 OR O) rl- #18 AWG STRANDED COPPER WIRES F- M W WITHIN A SHIELDED CABLE. SHIELDED CABLE N MUST BE RATED AT LESS THAN 100 W W PICOFARAD PER FOOT AND MUST BE N MANUFACTURED WITH A MATERIAL SUITABLE rM M FOR THE ENVIRONMENT, SUCH AS BELDEN 88760. 2. CONNECT THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER DISTRIBUTION PANEL WITH #12 AWG (OR LARGER) CONDUCTOR. 3.O DENOTES FIELD WIRING CONNECTION USING WATERPROOF CONNECTORS SUPPLIED WITH THE PROBE(S) AND SENSOR(S). 4. INTRINSICALLY SAFE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 504-20 OF THE NEC, ANSI/NFPA 70. 5. TO MAINTAIN INTRINSIC SAFETY, PROBE/SENSOR WIRING MUST BE INSTALLED WITH EITHER SEALED CONDUIT OR DIRECT BURIAL METHODS. REFER TO "DIRECT BURIAL CABLE INSTALLATION', MANUAL NO. 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 INSTALLATION MANUALS. FOR INSTALLATION DETAILS USE THE RESPECTIVE MANUAL: TLS-350(R) 576013-879 8. ALL CABINET PENETRATIONS MUST ENTER THROUGH A PRE -DRILLED CONDUIT KNOCKOUT. o I— U N o O 00 Z M CO to N Q m W m N s 0 V oa�iccac`o=°°omcHE (rnZ>>-6�vsV4).ao0E >,N Uo _ C: 0 0 0 0,04- •°.00-'o3oc'v=0-00 $ o v C �. v rn = taL N N 02MM3ca =—o mm aCN'~c�c.3N3t>>v�i v,00NQ° E E N Ott Nt O u!(n Ot n U U(�6� CO�,2e(a0a m::,) co.0>>,w° o(nca°3o°40oWc;a 0 ow c-- °UY 3'_cl) %0, FER ry' E NSF•' N 67 3 Lt ST TE e• �`b ON AL11811111111101 �?_,, u SHEET: G12 FUELING - USA PERFORMANCE SPECIFICATION SECTION I GENERAL CONDITIONS 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 OWNER, INC. PART -AGREEMENT 2.1 CONTRACTOR SHALL NOT START WORK WITHOUT CONTRACT AND APPROVED SEALED PLANS. PART 3 - INTENT OF DRAWING AND SPECIFICATIONS 3.1 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PRESCRIBE A COMPLETE WORK OR IMPROVEMENT WHICH THE 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 THE DRAWINGS OR IS REASONABLY INFERABLE AS BEING NECESSARY TO PRODUCE A FINISHED JOB SHALL BE 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 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: DRAWINGS INDICATE GENERAL DESIGN AND ARRANGEMENTS DRAWINGS ARE 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, WORK SHALL BE SUSPENDED PENDING REVIEW BY OWNER 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 OBTAIN A DECISION BEFORE PROCEEDING. 4.5 PROPOSALS: CONTRACTOR SHALL SUBMIT BID ONLY ON OWNER'S FORM THAT WILL BE PROVIDED BY OWNER'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 OWNER, PAY FOR ALL APPLICABLE PERMITS AND AND FEES. COPIES OF PERMITS AND CERTIFICATES SHALL BE FORWARDED TO LOCAL OWNER 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: GASOLINE 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 GASOLINE 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 GASOLINE CONTRACTOR FAIL TO MEET DEADLINES AS ESTABLISHED BY THE SCHEDULE AND/OR HOLD UP THE COMPLETION OF THE OVERALL BUILDING PROJECT, OWNER, 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 LOCAUSTATE 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 IN COMPLIANCE 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 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: CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, RECEIVING, UNLOADING, 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 SHALL BE SOLELY RESPONSIBLE FOR ADEQUATE AND LOCKED STORAGE OF OWNER'S MISCELLANEOUS EQUIPMENT, TO INCLUDE GASOLINE CONSOLE, PRIOR TO OPENING OF THE STORE. 4.13 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING OF RECEIVING FORMS AND MISCELLANEOUS CONFIRMATION OF EQUIPMENT RECEIVING INFORMATION AS REQUIRED BY LOCAL CONSTRUCTION OFFICE. 4.14 GASOLINE CONTRACTOR SHALL PROVIDE ALL PLUMBING, WIRING, MATERIAL AND LABOR AS REQUIRED TO INSTALL 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 FOR ANY 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 AND MAINTAIN 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 WORK REQUIRED 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 OF MATERIALS 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. 7.2 NOT USED 7.3 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, KEEPING THE PREMISES NEAT AT ALL TIMES. PART 8-CODES 8.1 THE FOLLOWING CODES ARE MADE A PART OF THIS SPECIFICATION. SAID CODES SHALL DICTATE MINIMAL ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS WHICH SHALL TAKE PRECEDENCE: 8.1.1 NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 8.1.2 PEI MANUAL "RECOMMENDED PRACTICES FOR INSTALLATION OF UNDERGROUND LIQUID STORAGE SYSTEMS." #RP-100-96 (OR LATEST EDITION) 8.1.3 OSHA AND LOCAL MUNICIPALITIES PART 9 - WARRANTY / GUARANTEE 9.1 EXCEPT WHERE SPECIAL GUARANTEES ARE REQUIRED IN EXCESS OF ONE (1) YEAR, THE CONTRACTOR AGREES TO REPAIR AND RE -CERTIFY OR REPLACE THE DEFECTIVE COMPONENT OR ANY DEFECT IN MATERIAL OR WORKMANSHIP (BEYOND ORDINARY WEAR AND TEAR) TO THE SATISFACTION OF THE OWNER'S CONSTRUCTION MANAGER FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE, WHETHER IN HIS WORK OR IN THAT OF SUBCONTRACTOR'S, WITHOUT COST TO THE OWNER. 9.2 ALL PAVING WILL HAVE A TWO YEAR WARRANTY. PART 10 - AS BUILT PLAN AND DOCUMENTATION 10.1 UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE "AS -BUILT SITE PLAN" VERIFYING FINAL LOCATION OF IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, PIPING, PLUMBING AND ELECTRICAL. 10.2 CONTRACTOR SHALL KEEP PHOTOGRAPHIC JOURNAL OF ALL PHASES OF THE COMPLETE INSTALLATION. PHOTOGRAPHS ARE TO BE PROPERLY DATED, IDENTIFIED AND FORWARDED TO LOCAL OWNER, INC. CONSTRUCTION OFFICE, WITH FINAL INVOICE PACKAGE. SECTION 11 INSPECTIONS / TESTING BEFORE PLACING COMPONENTS IN THE EXCAVATION COMPONENT TEST PROCEDURE Double -walled tank Inspection and 5 psig air/soap test or Sec. 3.3, 3.57 according to manufacturer's recommendations. Piping Careful Inspection Sec. 10.3 Table below lists procedures that may be applied to storage -system components prior to placing them in the excavation. AFTER ASSEMBLY BUT BEFORE BACKFILLING COMPONENT TEST PROCEDURE New primary piping. Piping must be isolated from tank. Sec. 11.1.1 50 psig air/soap test. Secondary piping Sec. 11.2.1 5 or 10 psig air/soap test. Tank -top sumps and dispenser sumps Sec. 8.4-5 y ros a is es or manu ac urer s recommendations. Table below lists test procedures that may be applied to storage -system components after assembly but before backfilling. TEST BEFORE PLACING THE SYSTEM IN SERVICE COMPONENT TEST PROCEDURE Double -walled storage tank Inspect tank interstice or check vacuum or liquid level (Sec. 3.6-7) Double -walled piping Tightness test primary piping Sec. 11.1.4.). Test Secondary according to Section 11.2.3 or Manufacturer's instructions. Tank shell deflection Compare before/after backfilling vertical diameter. If measurements differ, consult manufacturer's instructions for allowable variation. Leak detection sensor Ensure ability to detect alarm condition (e.g., water, product). Verify set up parameters (e.g., water, product). Automatic tank gauges Overfill prevention devices Verify that device is set at the proper height and ensure proper operation. Spill -containment manholes Check the operation of the liquid drain (if present) and the clearance between the fill -pipe cap and the manway cover. Remove liquids, trash, installation aides, etc. Impact Valves Ensure that the valve is securely anchored and that the valve mechanism operates freely. Check the level of the shear section relative to the pump island surface. Mechanical line leak detectors Test for ability to detect three gallon per hour leak according to manufacturer's instructions. Electronic line leak detectors Verify set up parameters (e.g., piping length, diameter, type). Test for ability to detect three gallon per hour leak according to manufacturer's instructions. PART 1 - GENERAL 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, SERVICES AND EQUIPMENT AS REQUIRED TO PROVIDE INSPECTION SERVICES OF THE GAS INSTALLATION. PART 2 - INSPECTIONS 2.1 INSPECTOR: OWNER, LOCAL CONSTRUCTION DEPARTMENT AND/OR APPOINTED REPRESENTATIVE SHOULD BE NOTIFIED TO OBSERVE TIGHTNESS TESTING OF PRODUCT PIPING, STAGE I & STAGE II PIPING PRIOR TO BACKFILL. 2.2 NOTIFICATION: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OWNER'S CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO REQUESTED INSPECTION 2.3 SPILLAGE: SHOULD SPILLAGE OF PRODUCT OCCUR AT ANY PHASE OF INSTALLATION OR TESTING, LOCAL OWNER CONSTRUCTION DEPARTMENT AND ENVIRONMENTAL DEPARTMENT ARE TO BE NOTIFIED IMMEDIATELY, ESTIMATED LOSS OF PRODUCT AS WELL AS ACTION TO BE TAKEN BY CONTRACTOR TO SAFEGUARD THE EVENT FROM FURTHER MISHAP AND TO PROTECT THE GENERAL PUBLIC IS TO BE NOTED AND RECORDED. 2.4 REPRESENTATIVE OF CONTRACTOR AND PIPING SUBCONTRACTOR SHALL BE AVAILABLE ON SITE DURING TESTING PROGRAMS. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN ANY CORRECTIONS AND/OR REPAIRS REQUIRED BEING PERFORMED BY OWNER AS REQUIRED. COST OF SAID REPAIRS AND/OR CONNECTIONS SHALL BE DEDUCTED FROM CONTRACT AMOUNT AS REQUIRED TO SATISFY THE SITUATION. 2.5 PROHIBITED WORK: CONTRACTOR SHALL SCHEDULE WORK SUCH THAT NO HEAVY EQUIPMENT IS OPERATING ON SITE DURING INSPECTION PROGRAMS. NO WELDING OR OPEN FLAMES SHALL BE ALLOWED ON SITE AT ANY TIME DURING TEST PROCEDURES. 2.6 INSTALLATION REPORTS: SHOULD OWNER OR THEIR APPOINTED REPRESENTATIVES BE UNABLE TO BE PRESENT AT SITE FOR PURPOSES OF FILING ANY INSPECTION REPORTS, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSPECTION AND FILING OF REPORT WITH LOCAL OWNER, INC. CONSTRUCTION OFFICE. WRITTEN REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES. 2.7 TEST FAILURE: SHOULD SYSTEM FAIL ANY PORTION OF TEST PROGRAM, CONTRACTOR SHALL IMMEDIATELY INSTIGATE PROCEDURES AS REQUIRED TO BRING SYSTEM INTO COMPLIANCE SHOULD FAILURE OF TEST DUE TO FACILITY WORK REQUIRE EXPENDITURE OF ADDITIONAL MONIES FOR RESCHEDULING AND/OR RETESTING OF SYSTEM, CONTRACTOR SHALL BE HELD RESPONSIBLE FOR COMPENSATION ACCORDINGLY. 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. 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 OWNER, INC. 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SECTION 11 INSPECTIONS / TESTING -CONTINUED 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 IN PLACE AND READY FOR INSTALLATION PRIOR TO TANK DELIVERY. 3.3 ANCHORS: CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF CONCRETE ANCHORS (DEAD MAN). 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 PADDING MATERIAL. 3.5 AIR TEST: TANKS SHALL BE AIR 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: OWNER'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 PHOTOGRAPHIC DOCUMENTATION OF ALL PROCEDURES. PART 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 OWNER 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 OWNER. OWNER 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 G9.X 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 OWNER REPRESENTATIVE OF TEST DATE AND VERIFICATION OF NEED 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. 4.4 CONTRACTOR SHALL HAVE REPRESENTATIVES ON SITE 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, PLUMBING SUBCONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE AVAILABLE ON -SITE DURING STARTUP, AS APPROVED BY OWNER, 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 OWNER REPRESENTATIVE ONLY. CONTRACTOR SHALL NOT START OR ACTIVATE ANY EQUIPMENT WITHOUT THE SPECIFIC DIRECTIVE OF OWNER REPRESENTATIVE. DAMAGE TO ANY OWNER 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 OWNER'S DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING, BUT THESE SHALL NOT COMPRISE THE TOTAL LIMIT OF THE CONTRACTOR'S VERIFICATION: 5.5.1 MAN WELLS 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. 3 a cn O Q W a N C.7 z J W SECTION 11 INSPECTIONS / TESTING -CONTINUED PART 5 - STARTUP INSPECTION - CONTINUED 5.5.4 ALL BRASS GOODS AND FITTINGS PROPERLY INSTALLED, TIGHT AND SECURE. 5.5.5 LEAK DETECTORS INSTALLED. 5.5.6 PROTECTED FLEX LINES PROPERLY INSTALLED WITHOUT TWIST IN INSTALLATION. 5.5.7 MANHOLE EXTENDERS PROPERLY INSTALLED AND SCREWED IN FRAME OF MANHOLE SUMP/RISERS, PROPERLY SET AND SEALED TO TANK MAN WAY OR FITTINGS AND CLEANED OUT FREE OF DEBRIS AND CONCRETE. 5.5.8 TANKS CLEAN AND FREE OF WATER. 5.5.9 ISLAND FORM INNER BOXES PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. 5.5.10 DISPENSERS PROPERLY SET AND SECURED TO ISLAND BOX FRAME AND DISPENSER SUMPS PROPERLY CLEANED OUT FREE OF DEBRIS AND CONCRETE. 5.5.11 SHEAR VALVES SECURED TO FRAME WITH PROPER HARDWARE. 5.5.12 PHASE II VAPOR RECOVERY LINES STUBBED UP AND SECURED IN PROPER LOCATION. 5.513 ELECTRICAL CONDUITS SECURED WITH ALL CONNECTIONS COMPLETED. VERIFY COMPLIANCE WITH REQUIREMENTS FOR ISOLATED GROUND WIRING TO JUNCTION BOX CASING. 5.5.14 DISPENSER CANOPIES INSTALLED AND LIFTING LUGS REMOVED WITH PROPER PLUGS INSERTED. 5.5.15 ALL NOZZLES AND SWIVELS AVAILABLE ON -SITE, INSTALLED PRIOR ONLY IF REQUIRED BY GOVERNING AUTHORITIES FOR INSPECTION PURPOSES. 5.5.16 ALL INSPECTIONS BY GOVERNING AUTHORITIES COMPLETED AND SIGNED. SIGNED AND COMPLETED PERMIT CARD ON SITE. 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 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 G9.2. 5.8 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL TIMES. SECTION III 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. PART 2 - PRODUCTS 2.1 FILL MATERIAL: SHALL BE MATERIAL IN COMPLIANCE WITH TANK AND LINE MANUFACTURER'S SPECIFICATIONS. 2.1.1 PEA GRAVEL: SHALL BE CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4". 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 MUST MEET ASTM C-33 PARAGRAPH 7.1 FOR QUALITY AND SOUNDNESS. FILL MATERIAL SHALL NOT HAVE MORE THAN 3% PASSING A #8 SIEVE. DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 POUNDS PER CUBIC FOOT. SECTION III EARTH WORK- CONTINUED PART 3 - EXECUTION 3.1 PROTECTIONS: PROVIDE ADEQUATE SHORING, BRACING, PILING AND CRIBBING. COMPLY WITH ALL OSHA AND LOCAL REGULATIONS AS IT PERTAINS TO SAFETY. 3.2 LAYOUT: CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AS PRESENTED IN PERMITTED PLANS AND SPECIFICATIONS. 3.3 EXCAVATION: EXCAVATE TO LINES, ELEVATIONS AND LIMITS REQUIRED BY THE DRAWINGS, PLUS SUFFICIENT DISTANCE AND SPACE TO PERMIT INSTALLATION OF TANKS. EXCAVATE AS REQUIRED, REGARDLESS OF TYPE, CONDITION OR MOISTURE CONTENT OF THE MATERIAL ENCOUNTERED. HAUL EXCESS MATERIAL OFF THE SITE AND DISPOSE OF SAME. DIMENSIONS OF TANK EXCAVATION SHALL BE MINIMAL AS ESTABLISHED BY OWNER DRAWINGS UNLESS TANK MANUFACTURER REQUIREMENTS ARE GREATER. IF EXCAVATION MATERIAL IS FROM AN EXISTING GASOLINE FACILITY ALL MATERIALS MUST BE TESTED PRIOR TO REMOVAL. 3.4 SAW CUTTING: IF PAVING MUST BE REMOVED, THE PERIMETER OF THE TANK HOLE AND ALL TRENCHES SHALL BE CUT WITH A CONCRETE SAW. NOTE: PAVING TO BE CUT 2' BEYOND EDGES OF TANK HOLE IN ALL DIRECTIONS IN ORDER TO GIVE PROPER SUPPORT TO NEW SLAB TO AVOID SETTLING. 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 PROCEED. 3.6 PROTECTION: CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION WITH EARTHEN BERMS AT ALL TIMES TO PROTECT TANK HOLE AND TRENCHES FROM DRAINAGE OF SURFACE WATERS. EXCAVATIONS SHALL BE PROPERLY MARKED, PROTECTED AND BARRICADED FOR SAFETY UNTIL BACK FILL IS COMPLETE AND SURFACING FINISHED. 3.7 SHORING: CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING REQUIREMENTS FOR SHORING AND PROVIDING SAME SHOULD SITE AND/OR SOIL CONDITIONS WARRANT SAME. REFERENCE SOIL REPORT FOR CONDITIONS WARRANTING SPECIAL REQUIREMENTS. 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 TO TANK PLACEMENT. BACK FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 12" LIFTS. 3.9 CLEANUP: CLEAN UP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING PREMISES CLEAN AND NEAT AT ALL TIMES. SECTION IV TANK INSTALLATION 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 GASOLINE STORAGE TANKS. PART 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. PART 3 - 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 T 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 BUT MINIMUM 4" HG VACUUM MUST BE HELD ON INTERSTITIAL SPACE FOR AT LEAST ONE (1) HOUR. 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. 3.4.4 NOT USED. 3.4.5 TANKS SHALL BE BURIED TO MINIMUM DEPTH AS PER ABOVE AND AS SHOWN ON GASOLINE 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 LINES. VERIFY DEPTH AS REQUIRED. (IF BURIAL DEPTH EXCEEDS 5'-0" (60"), NOTIFY OWNER MANAGER) a� 0 m Proto 2nd Qtr 04-03-15 Lo O oco JIM JM N z u- 00 it O �a t JM -mm_j Q U OQ o LL �� I_zu) U C�> zzgJ a �_ =pw ct) zF- �� 0c= QM C W W N J LLI oLL M AL W go r m in W V_ � o o v� r o goy r min w a. 0 F0 wW CC O P N 0 z rn M C) (/) N Q o0 w m N C �C n oomm=mooma%2o Umco a�s23>,46oaiwmwc w4)•-a�00 oc_occyw ao 'acL°�a32 'a°_ .--0�Q0 �Ecy�-oN, a, t m 3c -_0 4)ima a�y,°�Sa3Ucmua�ijca MOO %< O �� 30L 7 m��a at01(on 2 -a .• h .. o 002 E y `- 0000 � Nw"o 0 :31OW0 to E a- O N Xo N N c_w ONC w3' SHEET: G14 FUELING - USA PERFORMANCE SPECIFICATION - CONT. E 0 N N 0 0 z 3 a cn z 0 c� W co z w SECTION IV TANK INSTALLATION - CONTINUED PART 3 - INSTALLATION - CONTINUED 3.5 PLUGS: ALL UNUSED PLUGS SHALL BE REMOVED. APPLY COMPATIBLE NON -HARDENING PIPE SEALANT TO INTERNAL BUSHING THREADS. PERMANENT METAL PLUGS SHALL BE INSTALLED AT ALL UNUSED OPENINGS. 3.6 THE PLUGS IN TANK OPENINGS WHICH ARE TO BE USED SHALL NOT BE OVER TIGHTENED AS THIS MAY CAUSE THE BUSHING TO UNSCREW WITH THE PLUG. CARE SHALL BE TAKEN NOT TO CROSS THREAD OR DAMAGE THE NOW METALLIC BUSHINGS WHEN REPLACING PLUGS OR INSTALLING REQUIRED TANK PIPING. 3.7 WET HOLE INSTALLATION: SHOULD GROUND WATER BE PRESENT IN TANK EXCAVATIONS, OWNER'S LOCAL CONSTRUCTION ENGINEER MUST BE NOTIFIED. 3.7.1 WELL POINT: WATER SHALL BE KEPT AT LOWEST POSSIBLE POINT BY WELL POINT SYSTEM(S) AND PROPERLY SIZED PUMP(S). 3.7.2 ANCHORS: DEAD MAN AS PER TANK MANUFACTURER'S RECOMMENDATIONS. PLACE 6" FROM OUTSIDE VERTICAL LINE OF TANK(S) AS DENOTED ON DRAWINGS. 3.7.3 TIE DOWNS: SUPPLIED BY TANK MANUFACTURER. 3.7.4 TAKE-UP FIXTURE & TURNBUCKLE: TO REMOVE CABLE SLACK, UTILIZE THE TAKE-UP FIXTURE FOR 8' DIA. TANK: MIN SIZE 26" MAX SIZE 43". WEIGHT 16 LB. 3.7.5 STRAP PLACEMENT: AS PER TANK MANUFACTURER'S SPECIFICATIONS. 3.7.6 COATING: COVER ALL NON -GALVANIZED HARDWARE WITH TWO (2) COATS OF ASPHALT IMPREGNATED WITH WATERPROOFING PRIOR TO PLACEMENT OF BACKFILL. 3.8 LIFTING: TANKS SHALL BE LIFTED ONLY AS PER MANUFACTURER'S RECOMMENDATIONS, UTILIZING LIFTING LUGS PROVIDED ON TANKS. TANKS SHALL NOT BE ROLLED, DROPPED OR WRAPPED WITH CHAINS. EQUIPMENT OF SUFFICIENT SIZE, DESIGN AND LIFT CAPACITY SHALL BE UTILIZED FOR SETTING OF TANKS. SHOULD TANKS BE BUMPED, DENTED,DROPPED OR MISHANDLED IN ANY WAY, INSTALLATION SHALL BE HALTED AND TANK MANUFACTURER'S REPRESENTATIVE IMMEDIATELY CONTACTED FOR RE -CERTIFICATION OF TANKS. CONTACT LOCAL CONSTRUCTION OFFICE OR SITE MANAGER IMMEDIATELY UPON NOTICE OF QUESTIONABLE HANDLING OF TANKS OR NOTABLE DAMAGE THERETO. 3.9 BACK FILL PLACEMENT: ONCE TANKS ARE PROPERLY SET IN PLACE, CAREFULLY BACK FILL ENTIRE EXCAVATION, HAND SHOVELING AND TAMPING ALONG BOTTOM OF TANK(S) SO THEY ARE EVENLY SUPPORTED AROUND BOTTOM. SPECIAL ATTENTION SHALL BE PAID TO BOTTOM QUARTER POINTS ELIMINATING ANY VOIDS IN FILL AT THESE POINTS. DO NOT DROP BACK FILL FROM HIGH DISTANCE ONTO TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE DENSITY. 3.10 BALLASTING: IF GROUND WATER IS PRESENT, TANKS SHALL BE FILLED WITH BALLAST (WATER) TO AVOID SHIFTING MOVEMENT. COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. DO NOT INSTALL SUBMERGIBLE PUMPS IN TANKS FILLED WITH WATER. DO NOT BALLAST TANKS ABOVE LEVEL OF BACKFILL. 3.11 PROTECTION: CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION FOR TANK EXCAVATION FROM SURFACE WATERS WITH DAMS, BERMS, OR OTHER MEANS PENDING COMPLETION OF INSTALLATION. EXCAVATION SHALL BE MARKED AT ALL TIMES WITH LIGHTED BARRICADES UNTIL INSTALLATION IS COMPLETE. WATER SHALL NOT BE ALLOWED TO ACCUMULATE IN EXCAVATION. DE -WATER AS REQUIRED TO MAINTAIN EXCAVATION AS DRY AS POSSIBLE. SECTION V CONCRETE 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 CONCRETE. PART 2 - PRODUCTS 2.1 MATERIALS: 2.1.1 AIR ENTRAINING AGENT: ASTM C 260-60-T. "PROTEX" MANUFACTURED BY PROTEX INDUSTRIES OR APPROVED EQUAL. 2.1.2 PORTLAND CEMENT: CONFORM TO ASTM C-150 TYPE I; TYPE II WHERE WATER SOLUBLE SULFATES ARE PRESENT. 2.1.3 AGGREGATES: CONFORM TO ASTM C-33. 2.1.4 WATER: SHALL BE CLEAN AND POTABLE. 2.1.5 SAND: CONFORM TO ASTM C-144. 2.1.6 STEEL REINFORCING: CONFORM TO ASTM A-615, GRADE 60 (EXCEPT WHERE NOTED OTHER WISE) YIELD STRENGTH 60,000 PSI. 2.1.7 ACCESSORIES INCLUDING BAR SUPPORTS, CHAIR SPACES, ETC., SHALL BE COLD DRAWN WIRE WITH HEIGHTS REQUIRED. BAR SUPPORTS FOR CONCRETE RESTING ON EARTH OR GRAVEL SHALL BE PRE CAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS NO. HCP WITH WELDED PLATES ON BOTTOM AS MANUFACTURED BY HOHMANN & BERNARD, INC. 2.1.8 FORMS: CLEAN, STRAIGHT LUMBER OF MOISTURE RESISTANT PLYWOOD. KNOT HOLES, DEFORMATIONS, ETC., SHALL NOT BE ALLOWED. 2.1.9 EXPANSION JOINT FILLERS: ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO ASTM D-60-T. USE 1/2" THICK OR AS INDICATED ON DRAWINGS. TOP OF JOINT MATERIAL SHALL BE SET 1/2" BELOW TOP SURFACE OF SLAB. FILL VOID WITH GASOLINE RESISTANT SEALER. 2.1.10 CALCIUM CHLORIDE: NOT PERMITTED. 2.2 CONCRETE PROPORTIONS: CONCRETE SUPPLIER SHALL DESIGN CONCRETE MIX AND SHALL GUARANTEE CONCRETE STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON DRAWINGS, OR REQUIRED OTHERWISE BY CODES, SHALL BE DESIGNED FOR 4,000 PSI STRENGTH AT 28 DAYS WITH NOT LESS THAN 5 1/2 BAGS OF CEMENT PER CUBIC YARD OF CONCRETE. NOT MORE THAN 6 1/2 GALLONS OF WATER PER BAG OF CEMENT AND NOT MORE THAN A 4" SLUMP. AIR CONTENTS SHALL RANGE BETWEEN 4% AND 7%. SECTION V CONCRETE -CONTINUED PART 3 - EXECUTION 3.1 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS BY MEANS OF LINE AND GRADE STAKES AND SCREEDS. 3.2 FORM WORK: BUILD FORMS TO CONFORM TO SHAPE, LINES AND DIMENSIONS OF CONCRETE MEMBERS. BRACE AND SECURE TO WITHSTAND PLACING OF CONCRETE AND MAINTAIN THEIR SHAPES AND POSITIONS. MAKE FORMS SUFFICIENTLY TIGHT AND SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE. ASSEMBLE FORMS IN SUCH A MANNER TO FACILITATE THEIR REMOVAL WITHOUT DAMAGE TO CONCRETE. FORMS SHALL BE IN OR NEAR NEW CONDITION; CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR BENDS. INSTALL SLEEVES, MANHOLES, CAPS, BOXES AND POSTS IN PROPER LOCATIONS AND HEIGHTS. EXPANSION JOINTS SHALL CONSIST OF FILLER STRIPS INSTALLED WITH TOP AT ELEVATIONS OF FINISHED CONCRETE. NEATLY FINISH EDGES OF EXPOSED CONCRETE ALONG JOINTS WITH A SLIGHTLY ROUNDED EDGING TOOL. 3.3 REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON DRAWING METAL REINFORCEMENT AT THE TIME CONCRETE IS PLACED, SHALL BE FREE FROM COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL REINFORCEMENT SHALL BE STORED SO AS TO PREVENT FREEZING FOR A MINIMUM OF 48 HOURS PRIOR TO PLACEMENT ALL REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS OF ACI. METAL REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. SPLICES IN ADJACENT BARS SHALL BE LAPPED 36 DIAMETERS AT CORNERS AND SPLICES, AS REQUIRED. 3.4 MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE READY MIXED AND SHALL MEET REQUIREMENTS OF ASTM C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE DELIVERY TICKETS OF EACH TRUCK LOAD TO OWNER'S LOCAL CONSTRUCTION OFFICE WHEN REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR ENTRAINMENT (IF ANY) AND BRAND OF CEMENT. NOTE AMOUNT OF WATER ADDED AT JOB. 3.5 PLACING CONCRETE: 3.5.1 NOTIFICATION: THE CONTRACTOR SHALL NOTIFY THE OWNER'S LOCAL CONSTRUCTION OFFICE AT LEAST 48 HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR SHALL NOTIFY ALL TRADES AFFECTED BY CONCRETE PLACEMENT AT LEAST 24 HOURS BEFORE PLACING ANY CONCRETE IN ORDER THAT TRADES AFFECTED MAY INSTALL REQUIRED BLOCKING, SLEEVED, POCKETS, ETC. 3.5.2 PROTECTION: PROTECT ALL WORK OF OTHER TRADES AS REQUIRED. 3.5.3 WETTING: THOROUGHLY WET FORMS AND DAMPEN SAND CUSHIONS BEFORE PLACING CONCRETE. 3.5.4 PLACING: PLACE ALL CONCRETE IN ACCORDANCE WITH ACI 614. MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL CONFORM TO ACI 318. USE HANDLING EQUIPMENT AND METHODS TO INSURE A CONTINUOUS FLOW FROM MIXER TO PLACE OF DEPOSIT SPACE, TAMP AND MECHANICALLY VIBRATE FRESHLY PLACED CONCRETE TO COMPACT THOROUGHLY AND ELIMINATE VOIDS. DO NOT ALLOW FREE FALL OF CONCRETE TO EXCEED 5'. 3.6 FINISHING CONCRETE: 3.6.1 SLABS SHALL BE A TRUE PLANE SURFACE WITH NO DEVIATION IN EXCESS OF 1/4" WHEN TESTED WITH A 10' STRAIGHTEDGE AT T INTERVALS IN BOTH DIRECTIONS. SCREED AND FLOAT CONCRETE FOR SLAB WITH STRAIGHT EDGES TO BRING SURFACE TO REQUIRED FINISHED LEVEL. WOOD FLOAT CONCRETE WHILE STILL GREEN TO A TRUE, EVEN SURFACE WITH NO COARSE AGGREGATE VISIBLE. AFTER SURFACE MOISTURE HAS DISAPPEARED, STEEL TROWEL SURFACE TO A SMOOTH, EVEN FINISH, FREE FROM BLEMISHES AND TROWEL MARKS. AFTER TROWELING, BRUSH SURFACE OF CONCRETE WITH BRISTLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NON -SLIP TEXTURED SURFACE. STROKE CROSSWISE TO LENGTH. 3.7 CURING: UTMOST CARE SHALL BE TAKEN TO ACHIEVE A UNIFORM, PROTECTIVE CURE FOR ALL SLABS. DO NOT USE CALCIUM CHLORIDE. CURING METHODS SHALL CONFORM TO ACI STANDARD 605-99 AND ACI STANDARD 306-66. 3.8 REMOVAL OF FORMS: DOT NOT REMOVE FORMS UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT ANY SUPERIMPOSED LOADS. 3.9 PATCHING: NO PATCHING SHALL OCCUR UNTIL APPROVED BY OWNER. 3.10 TEMPERATURE: 3.10.1 COLD WEATHER: WHEN MEAN DAILY TEMPERATURE OF THE ATMOSPHERE IS LESS THAN 40 DEGREES FAHRENHEIT, MAINTAIN TEMPERATURE OF CONCRETE BETWEEN 50 AND 70 DEGREES FAHRENHEIT FOR MINIMUM OF 72 HOURS. 3.10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING, FOG SPRAY, SPRINKLING, PONDING OR WET COVERING IN ADVANCE OF PLACEMENT. TAKE SUCH PROTECTIVE MEASURES AS QUICKLY AS CONCRETE HARDENING AND FINISHING OPERATIONS WILL ALLOW. 3.11 TESTING: CONCRETE TESTS SHALL BE ORDERED AT THE DISCRETION OF THE OWNER'S CONSTRUCTION MANAGER. THE OWNER SHALL PAY FOR ALL CONCRETE TESTING. COMPACTION TESTS SHALL BE REQUIRED PRIOR TO PLACEMENT OF ANY CONCRETE ON GRADE. CONTRACT OWNER'S ENGINEERING SERVICES FOR COMPACTION TESTING TESTS. TESTS WILL BE PAID FOR BY OWNER. 3.12 THICKNESS: 3.12.1 SLAB OVER TANKS SHALL BE 8" CONCRETE SLAB WITH #3 REINFORCING BARS AT 12" OC EACH WAY ON 3" SADDLES (CHAIRS). ADDITIONAL REINFORCING AROUND MANHOLES IN UPPER PORTION OF THE TANK SLAB SHALL BE ON 5" SADDLES (CHAIRS). 3.12.2 CANOPY SLABS SHALL BE 6" CONCRETE. REINFORCEMENT SHALL BE #TS AT 18" OC EACH WAY. REINFORCEMENT SHALL BE ON 2" SADDLES (CHAIRS). 3.13 CANOPY FOOTINGS: CANOPY FOOTINGS SHALL BE INSTALLED BY GENERAL GASOLINE CONTRACTOR AS PER SHOP DRAWINGS SUPPLIED BY THE CANOPY COMPANY. ALL MATERIALS SHALL BE EQUAL TO OR BETTER THAN SPECIFIED ELSEWHERE IN THIS SECTION. 3.14 PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT ALL CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER, INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING, STAINING, PAINT SPLATTERS, ETC. THE OWNER EXPECTS EXPOSED CONCRETE SURFACES TO BE CLEAN AND OF UNIFORM COLOR AND TEXTURE AT COMPLETION OF THE PROJECT. REPLACE ANY CONCRETE DAMAGE DURING CONSTRUCTION. 3.15 GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS. SECTION VI PIPING 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 INCIDENTAL TO A COMPLETE PLUMBING SYSTEM FOR A GASOLINE INSTALLATION. PART 2 - PRODUCTS 2.1 PRODUCT PIPING: PRODUCT PIPING AND FITTINGS SHALL BE DOUBLE WALL RIGID FIBERGLASS PIPING AS SPECIFIED BY OWNER. PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER ISLAND TO STP SUMP. 2.2 VENT PIPING: PIPING SHALL BE FIBERGLASS PIPE. VENT LINE RISERS SHALL BE GALVANIZED PIPE AND EXTEND 4' ABOVE ADJACENT STRUCTURE OR 12'-0" ABOVE FINISHED GRADE. VENT LINE RISERS SHALL NOT BE INSTALLED ON BUILDING UNLESS APPROVED IN WRITING. 2.3 STAGE II VAPOR RECOVER PIPING: PIPING SHALL BE FIBERGLASS. PIPING MUST SLOPE 1/8" PER FOOT MINIMUM FROM DISPENSER ISLAND TO TANK. 2.5 BACK FILL: ALL MATERIAL SHALL COMPLY WITH SPECIFICATIONS FOR APPROVED MATERIAL AND AS PER MANUFACTURER'S SPECIFICATIONS. PART 3 - INSTALLATION 3.1 ALL PRODUCT PIPING AND SPECIALTIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND STATE AND LOCAL CODES. 3.2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL SUIT FIELD CONDITIONS, THE CHARACTERISTICS OF THE MATERIALS USED, AND THE INSTRUCTIONS OF THE CONSTRUCTION MANAGER. VERIFY ALL DIMENSIONS IN THE FIELD. ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPERATION, MAINTENANCE, SERVICE AND REPAIR OF THE WORK. 3.3 LOCATE, IDENTIFY AND MARK EXISTING UNDERGROUND UTILITIES IN THE AREA OF WORK BEFORE STARTING EARTHWORK OPERATIONS. IF UTILITIES ARE TO REMAIN IN PLACE PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK PROCEDURES. 3.4 SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, CONSULT THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURE. COOPERATE WITH THE OWNER AND PUBLIC AND PRIVATE UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN SATISFACTORY CONDITION. 3.5 VERTICAL RISERS FROM TANKS FOR ALL FILL PIPES, VAPOR RECOVERY ADAPTERS AND AUTO GAUGING ADAPTATIONS SHALL BE A 4" DIAMETER PIPE. 3.6 DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER, AND THE ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICE HAS BEEN PROVIDED. 3.7 CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF AREA. DO NOT USE TRENCH EXCAVATIONS FOR SITE UTILITIES AS TEMPORARY DRAINAGE DITCHES. REMOVE ALL TRASH, DEBRIS AND FOREIGN MATERIAL FROM TRENCHES PRIOR TO PLACING PIPING MATERIAL. 3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT LINES SHALL SLOPE UP FROM TANKS. A MINIMUM OF 2" IN 8' (1/8" /FT) WITH NO SAG OR TRAPS. LINES SHALL BE IN TRENCHES WITH A MINIMUM OF 6" OF BACK FILL MATERIAL BELOW AND ON EITHER SIDE AND A MINIMUM OF 18" OF BACK FILL MATERIAL ABOVE. 3.9 SUBMERGED PUMP, FILL PIPE, AUTO GAUGING ADAPTERS AND VAPOR RECOVERY ADAPTER SHALL BE LOCATED AT TANK OPENINGS AS SHOWN ON DRAWINGS. 3.10 FILL PIPE SHALL HAVE OVER SPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON DRAWINGS. 3.11 FILL PIPE SHALL HAVE SUBMERGED FILL TUBE. FILL PIPE AND VAPOR RECOVERY RISER SHALL BE CUT TO THE PROPER LENGTH SO THAT FINISHED HUB HEIGHT WILL BE WITHIN 5" (+ OR - 1") OF THE TOP OF THE MANHOLE. 3.12 OVERFILL PREVENTION DEVICES SHALL BE INSTALLED AS SHOWN IN DRAWINGS. 3.13 REMOTE PUMP SHEAR VALVES SHALL BE INSTALLED ON THE PRODUCT LINES UNDER EACH DISPENSER AND SECURED TO THE DISPENSER BOX. THESE VALVES MUST BE INSTALLED WITH THE SHEAR SECTION FLUSH AT THE TOP OF THE DISPENSER SUMP, AS DENOTED ON PLANS. 3.14 AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACK FILLING, ALL PIPING INCLUDING VENT LINES SHALL BE ISOLATED FROM THE TANK AND TESTED PER MANUFACTURER'S TESTING INSTRUCTIONS. 3.15 IF SUBMERGED, PUMP RISER IS TO BE LENGTHENED, THE PROPER 4" THIN WALL RISER AS PRODUCED BY MANUFACTURER SHALL BE USED. 3.16 ALL VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT LIST. REFER TO LIST OF MATERIALS SUPPLIED BY OWNER. 3.17 OBSERVATION WELLS WHEN REQUIRED SHALL BE INSTALLED. WELLS ARE TO BE POSITIONED IN EXCAVATION HOLE PRIOR TO PLACING BEDDING MATERIAL AND SUPPORTED TO REMAIN VERTICAL DURING BACK FILL OPERATIONS. BOTTOM OF OBSERVATION WELL(S) SHALL BE 12" MINIMUM BELOW THE BOTTOM OF TANK EXCAVATION PIT. TOP OF PIPE TO TERMINATE IN 12" DIAMETER OBSERVATION BOX. SLOTTED SAMPLE WELL MATERIAL SHALL BE FURNISHED BY CONTRACTOR. LOCKING CAPS AND KEYED ALIKE LOCKS PROVIDED TO OWNER, INC. REPRESENTATIVE. 3.18 CODES: THE NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, & NFPA 30A AUTOMOBILE AND MARINE SERVICE STATION CODE. IS BY REFERENCE MADE A PART OF THIS SPECIFICATION. SAID CODE SHALL DICTATE MINIMUM ACCEPTABLE STANDARDS. CODE SHALL BE ADHERED TO UNLESS LOCAL GOVERNING AUTHORITIES DICTATE HIGHER OR MORE STRINGENT REQUIREMENTS WHICH 3.19 STARTUP: PRIOR TO STARTUP AND CHECK-OUT OF SYSTEM, PRODUCT LINES SHALL PASS HYDROSTATIC LINE TEST. ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS AND UTILITIES, SHALL BE COMPLETED PRIOR TO THIS TEST. 3.20 INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY OWNER, INC.'S APPOINTED REPRESENTATIVE. 3.21 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES. c 0 4- 9. 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LU t SHEET: Gl 5 FUELING - USA PERFORMANCE SPECIFICATION - CONT. 3 0 z 0 U w a c� Q� CR rz m SECTION VII ELECTRICAL WORK 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 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. 1.1.7 ALL TRENCHING, EXCAVATIONS AND BACK FILL AS REQUIRED IN CONJUNCTION WITH ELECTRICAL WORK. 1.1.8 INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE SPECIFICATIONS, BUT WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL SYSTEMS IN CONFORMANCE WITH REQUIREMENTS OF LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRIC CODE. 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. 1.4 PROGRESS OF WORK: SCHEDULE WORK WITH THAT OF OTHER TRADES AND IN RELATION TO ENTIRE INSTALLATION SO THAT THE ENTIRE PROJECT CAN BE COMPLETED 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. PART 2 - PRODUCTS 2.1 IDENTIFICATION OF EQUIPMENT AND WIRING: PROVIDE IDENTIFICATION WITH DYMO TAPE OR EQUAL FOR ALL SERVICE ENTRANCE AND DISTRIBUTION EQUIPMENT INCLUDING MAIN SWITCH GEAR, PANELS, DISCONNECT SWITCHES, CONDUITS, ETC., AND FOR MOTOR FEEDERS INCLUDING SWITCHES, STARTERS AND MOTORS. 2.2 LIGHT FIXTURES: TO BE PROVIDED BY OWNER. 2.3 CONDUITS: PROVIDE THE FOLLOWING TYPES OF RACEWAYS IN ACCORDANCE WITH THE SPECIFIC APPLICATION OF LOCATION INDICATED. 2.3.1 RIGID NONMETALLIC CONDUIT (RNC) IS ALLOWED FOR UNDERGROUND RUNS IF CONDUIT IS BURIED AT A MINIMUM OF 2' WITH THE EXCEPTION OF THE LAST 2' OF THE UNDERGROUND RUN WHERE AHJ ALLOWS. LAST 2' WILL BE PVC COATED GALVANIZED STEEL. 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. 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. STP POWER CONDUITS MUST BE RUN IN SEPARATE RACEWAY. ENTIRE WIRING RUN MUST BE IN RIGID PVC COATED GALVANIZED STEEL CONDUIT (NO PVC OR RNC CONDUIT ALLOWED). 2.3.2 SEAL -OFFS: WHERE CONDUITS EXIT FLOOR OR CONCRETE AT DISPENSERS, AUTO GAUGING AND SUBMERSIBLE PUMPS. 2.3.3 N.E.C. APPROVED WEATHER PROOF WIRE PULL BOX. 2.4 CONDUCTORS: 2.4.1 FURNISH AND INSTALL COLOR CODED COPPER CONDUCTORS, 600 VOLT, OF SIZES INDICATED. MINIMUM SIZE #12 EXCEPT FOR SIGNAL AND CONTROL CIRCUITS AND WHERE OTHERWISE NOTED. 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 CODE OF NEC. 2.4.2 SHIELDED CABLES: PROVIDE SHIELDED CABLE FOR INTERCOM AS PER MANUFACTURER'S SPECIFICATIONS AND AS REQUIRED ON DRAWINGS. VARIABLE SPEED PUMP CABLE: - THWN-2 "12 AWG 4 CONDUCTOR 600V SHIELDED, GAS/OIL RESISTANT". DATA COMMUNICATION CABLE: - SHIELDED WIRE MUST NOT BE USED: - 2 WIRE TWISTED PAIR (UTP) W/ 10-12 TWISTS PER FOOT. - WIRING IS STRANDED ANNEALED COPPER TINNED WITH 18 AWG MINIMUM REQUIRED FOR RUNS UP TO 1000 FEET OR 14 AWG FOR RUNS UP TO 2600 FEET. DO NOT DAISY CHAIN COMMUNICATION WIRING. - INSULATION SPEC IS 300V, PVC INSULATION, TYPE TFFN OR MTW, UL APPROVED GASOLINE AND OIL RESISTANT. 2.5 SPLICES AND CONNECTIONS: PROVIDE SPLICES ONLY IN READILY ACCESSIBLE OUTLET BOXES. PROVIDE INSULATED PRESSURE CONNECTORS OR "CRIMP -ON" SLEEVES WITH OVERALL NYLON INSULATORS FOR CONDUCTORS. CONNECTORS SHALL BE 3M "SCOTCHLOK", BUCHANNAN SPLICE CAPS WITH INSULATED WRAP, OR IDEAL "CRIMP -SLEEVES" WITH SCAP CAP INSULATOR OR EQUAL. 2.6 PANEL BOARDS: 2.6.1 BRANCH CIRCUIT PANEL BOARDS: PROVIDE FLUSH -MOUNT CIRCUIT BREAKER TYPE PANEL BOARDS WITH THERMAL MAGNETIC, MOLDED CASE, "SQUARE D" TYPE NLAB OR APPROVED EQUAL, WITH PLUG-IN CIRCUIT BREAKERS, "SQUARE D" TYPE NLQT. PROVIDE GROUNDING TERMINAL BLOCK IN EACH PANELBOARD. SEE INDIVIDUAL PANEL SCHEDULE ON DRAWINGS. 2.6.2 SUBSTITUTES: DISTRIBUTION EQUIPMENT EQUIVALENT IN TYPE, CLASSIFICATION AND QUALITY IN ACCORDANCE WITH NEMA STANDARDS AS MANUFACTURED BY G.E., CUTLER -HAMMER, FEDERAL PACIFIC, ITE, SQUARE D AND WESTINGHOUSE ARE ACCEPTABLE AS SUBSTITUTES ONLY WHEN APPROVED IN WRITING. SECTION VII 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 SOLELY RESPONSIBLE 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. 3.2.5 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 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; PROVIDE ALL ADDITIONAL HANGERS AND 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. 3.6 ISOLATED GROUND: IT IS MANDATORY THAT GASOLINE EQUIPMENT REQUIRING ISOLATED GROUND SHALL BE PROVIDED WITH SAME. MINIMUM CIRCUITS REQUIRED, BUT NOT LIMITED TO, SHALL BE: INTERCOM, GAS CONSOLE AND GASOLINE TANK MONITORING SYSTEM. 3.7 EXCAVATION AND BACK FILLING: ALL EXCAVATION AND BACK FILLING NECESSARY FOR THE INSTALLATION OF ELECTRICAL WORK SHALL BE INCLUDED IN THIS SECTION AND COMPLY WITH SECTION III, EARTHWORK. 3.8 OPERATING AND ACCEPTANCE TESTS: 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 SYSTEM COVERED ELSEWHERE. DO NOT START OR OPERATE EQUIPMENT WITHOUT SPECIFIC DIRECTIVES OF OWNER'S SPECIFIED REPRESENTATIVE. ANY DAMAGE TO OWNER'S EQUIPMENT DUE TO DEFECTIVE INSTALLATION AND/OR OPERATION WILL BE THE RESPONSIBILITY OF THAT SUBCONTRACTOR FOR CORRECTION, REPLACEMENT AND/OR MONETARY COMPENSATION AS REQUIRED. 3.8.2 MAKE INSULATION TESTS ON MAIN SERVICE EQUIPMENT AND ALL FEEDERS AND PANELBOARDS. 3.8.3 TEST GROUND: RESISTANCE TO GROUND SHALL NOT EXCEED 25 OHMS. 3.8.4 INSPECT ALL PANELBOARDS. ALL CONNECTIONS MUST BE TIGHT AND SECURE. 3.9 "AS -BUILT' DRAWINGS: FURNISH OWNER'S CONSTRUCTION MANAGER WITH ONE SET OF MARKED -UP PRINTS (HARDCOPY) AND ALSO IN AUTO CAD 2004 COMPATIBLE DRAWING FILE FORMAT (.DWG) SHOWING "AS -BUILT' INSTALLATION. 3.10 FINAL ACCEPTANCE: UPON COMPLETION OF WORK, PRESENT CERTIFICATE OF APPROVAL OF LOCATION OR GOVERNING INSPECTION AUTHORITY. 3.11 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT ALL TIMES. SECTION VIII PAINTING PART 1 GENERAL 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, INCLUDING PAINTING OF THE FOLLOWING SURFACES: 1.1.1 MISCELLANEOUS METAL, DOWNSPOUTS, COLUMNS, POSTS, ISLAND FORMS, VENT RISERS, MANHOLE COVERS AND ELECTRICAL CONDUITS. 1.2 PAINTING DOES NOT INCLUDE: 1.2.1 PAINTING CANOPY SOFFITS. 1.2.2 PAINTING LIGHT FIXTURES. 1.2.3 PAINTING GASOLINE EQUIPMENT. 1.3 COLOR SCHEDULE: COLOR OF PAINTS SHALL BE AS LISTED IN COLOR SCHEDULE. SECTION VIII CONTINUED c 0 a PART 2 - PRODUCTS 0 2.1 PAINT MANUFACTURERS AND PRODUCTS: PAINTING SYSTEM AS SPECIFIED HEREIN IS BASED ON PRODUCTS OF THE GLIDDEN COATING & RESINS COMPANY, A DIVISION OF SCM CORPORATION. HOWEVER, EQUAL PAINTING SYSTEMS OF PRATT & LAMBERT, PPG INDUSTRIES AND BENJAMIN MOORE WILL BE CONSIDERED. 2.2 PAINTING COATS AND PRODUCTS: SUPPLIED BY CONTRACTOR ca O 2.2.1 PAINT ALL MANHOLES COVERS AND 4" SURROUNDING CONCRETE, INSIDE AND OUT, IN ACCORDANCE WITH STANDARD INDUSTRY COLOR CODE AS SHOWN: *k API COLOR CODES: awi ) OBSERVATION WELL AND ALL OTHERS BLACK Proto 2nd Qtr 04-03-15 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 WfWHITE CROSS & WHITE BAND DIESEL SOLID YELLOW VAPOR RECOVERY SOLID ORANGE KEROSENE SOLID BROWN LO O 2.2.2 PAINT FASCIA SIGN FRAMES. PAINT GLOSSY WHITE - 2 COATS. J M co �� COLO L O PART 3 - EXECUTION Da JM m-j - LL 3.1 PROTECTION: COVER ENTIRE CONCRETE SURFACES. NO PAINT OR SOLVENT SHALL BE ALLOWED TO COME IN CONTACT �/ Fa- Z U WITH CONCRETE SURFACES. WHERE IT BECOMES NECESSARY, IN ORDER TO EXECUTE HIS OWN WORK, FOR PAINTER TO Ow Z g J W REMOVE COVERINGS, PLATES, ETC., PLACED BY OTHER CONTRACTORS IN ANY BRANCH OF THE WORK, HE SHALL REPLACE >13- SAME IN PROPER MANNER. IN SITUATIONS WHERE SAID COVERINGS, PLATES, ETC., CANNOT BE READILY REMOVED, = Q Wo (n PAINTER SHALL PROTECT THE WORK IN SOME OTHER SATISFACTORY MANNER. OILY RAGS AND WASTE MUST BE REMOVED Z �- 0 M }. Ur EVERY NIGHT. UNDER NO CIRCUMSTANCES SHALL THEY BE ALLOWED TO ACCUMULATE. PAINTING SUBCONTRACTOR rn i 2 Z SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE WORK OF OTHER SUBCONTRACTORS AND SHALL REPAIR OR i- CV) CL W J REPLACE AS NECESSARY TO THE SATISFACTION OF THE OWNER. Q W N W 3.2 PREPARATION OF SURFACES: INSPECT ALL SURFACES TO BE PAINTED. REPORT ANY DISCREPANCIES TO THE N LL CONTRACTOR PRIOR TO START OF WORK. STARTING OF PAINT APPLICATION SHALL CONSTITUTE ACCEPTANCE OF cn SURFACES AS SUITABLE FOR THE RECEPTION OF PAINT APPLICATION. ALL SURFACES SHALL BE CLEAN AND DRY, 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. 3.3 APPLICATION OF PAINT: DO NOT THIN, ADULTERATE OR CHANGE MATERIALS EXCEPT AS RECOMMENDED BY MANUFACTURER. EMPLOY ONLY SKILLED MECHANICS FOR WORK. ALL PAINTING SHALL BE BRUSHED, SPRAYED OR ROLLED EVENLY FOR THOROUGH COATS WITHOUT RUNS, SAGS OR OTHER BLEMISHES. ALLOW EACH COAT TO DRY BEFORE APPLYING SUBSEQUENT COATS. ALL SURFACES TO RECEIVE A MINIMUM OF 2 COATS AS NECESSARY TO ACHIEVE AN APPROVED FINISH. APPLICATION OF PAINT, ETC., SHALL BE IN STRICT COMPLIANCE WITH MANUFACTURER'S DIRECTIONS. 3.4 CLEANUP: CLEANUP ALL DEBRIS CAUSED BY THE WORK OF THIS SECTION, KEEPING THE PREMISES CLEAN AND NEAT AT-_..w ALL TIMES. I SECTION IX CANOPIES wippmr1a; PART 1 - GENERAL III Amo 1.1 SCOPE: THIS SECTION COVERS THE FURNISHING AND INSTALLATION OF ALL ITEMS FOR THE INSTALLATION OF A COMPLETE 0 GASOLINE CANOPY INCLUDING: 1.1.1 COMPLETE FABRICATION DRAWINGS INCLUDING FOOTINGS DESIGN. 1.1.2 COMPLETE ABOVE GROUND STRUCTURAL SUPPORT SYSTEM. 1.1.3 STEEL ROOF DECK AND GUTTER, 20 GA WHITE EMBOSSED.'kill ■ 1.1.4 ROOF BRACING. W �N� 1.1.5 CAP FLASHING. 1.1.6 DOWN SPOUTS - INTERNAL INSIDE COLUMNS. oo Imo �Ixa� 1.1.7 PERMITS AND INSPECTIONS DONE BY OTHERS. V W � 1.1.8 INSTALLATION AND FRAMING FOR OWNER SUPPLIED FASCIA SIGNS (ELECTRICAL BY OTHERS). p P O 0 o O N 1.1.9 INSTALLATION AND FRAMING FOR FASCIA MATERIAL AS PER OWNER SPECIFICATIONS. M O Z O co co N Q m C m N PART 2 - PRODUCTS � � V N � 2.1 EMBOSSED ROOF STEEL DECK: ROOF STEEL DECK SHALL BE 2 1/4" MINIMUM DEEP, 20 GAUGE HIGH REFLECTIVE WHITE 0 Q M L t STEEL WITH MINIMUM SECTION MODULES OF 0.25 IN 1/4 3 MOMENT OF INERTIA OF 0.030 IN 14/4 4. IN CERTAIN AREAS, ROOF -5 W 0 0 0 DECK WILL BE ALUMINUM. VERIFY WITH LOCAL CONSTRUCTION MANAGER. pNccoc`a�oo4616 E p -o 2.2 STRUCTURAL STEEL: U> o c s.-0 ow c U o � �a�o3oa0 nm 2.2.1 ALL STRUCTURAL STEEL TO BE A.S.T.M. A-36 AND SHALL COMPLY WITH THE STANDARD o C c�i rw >o,� 0 •- - N s m W SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS OF A.I.S.C. AND WITH THE A.I.S.C. CODE 2 -u r aim 3 c aY m- ° OF STANDARD PRACTICE (LATEST EDITION). m m m 3 o t _�� o w 3 MC ama°>,a�p30ccaU) Comm 2.2.2 STRUCTURAL BOLTS SHALL CONFORM TO THE STANDARD SPECIFICATION A.S.T.M. A-307 AND SHALL s Q m m ° a -d ° j BE PROVIDED WITH WASHERS UNDER THE NUTS. E �' aa) 0)-6 N a� v c0iccpo,�cocnBwocw 2.2.3 ALL OTHER BOLTS SHALL BE A-307 AND SHALL CONFORM TO A.S.T.M. STANDARDS, WITH WASHER 0 co vW c o m U w 3 co REQUIRED. Ik 2.2.4 ALL HIGH STRENGTH BOLTS SHALL BE TORQUED TO PROVIDE A MINIMUM TENSION IN BOLT OF 90% ``t1jiII1/1111�'� OF MINIMUM PROOF LOAD OF THE BOLT. ��° M:• LFj�Xi�o' �.Og- • ��ENS•• 2.2.5 TUBE COLUMNS SHALL COMPLY WITH A-500, GRADE B. No 68 0•••••: ;* 2.2.6 ALL TUBE COLUMNS SHALL BE 46 KSI STEEL. 2.2.7 ALL WELDING SHALL BE WITH E70XX ELECTRODES AND BE ACCOMPLISHED BY CERTIFIED WELDERS. �C �• STATE OF moo �,c OR i I •' C?� ���� SHEET: G16 FUELING - USA PERFORMANCE SPECIFICATION - CONT. SECTION IX CANOPIES - CONTINUED SECTION IX CANOPIES - CONTINUED SECTION X POST CONSTRUCTION TESTING REQUIREMENT PART 2 - EXECUTION PART 3 - GENERAL - CONTINUED PROCEDURES FOR POST CONSTRUCTION TESTING 2.3 FASCIA: 3.2 EXECUTION: 1.1 SCOPE OF WORK 2.3.1 VERTICAL SUPPORTS SHALL BE DESIGNED AND SPACED PER ENGINEERED (DESIGNED TO LOCAL 3.2.1 COORDINATE DELIVERY AND INSTALLATION WITH GENERAL GASOLINE INSTALLER THROUGH LOCAL CODES) STRUCTURAL DRAWINGS SUPPLIED BY CANOPY MANUFACTURER. SCREWS FOR FASCIA CONSTRUCTION OFFICE. MATERIALS SHALL BE STORED AT POSITION AS INDICATED BY GENERAL SHALL BE CARBON STEEL CADMIUM PLATED OR GALVANIZED - SIZE AS REQUIRED. GASOLINE INSTALLER. 2.3.2 REFER TO PROJECT DRAWINGS FOR FASCIA MATERIAL AND INSTALLATION. 3.2.2 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FOOTING ANCHOR BOLTS AND TEMPLATE FOR DELIVERY TO GENERAL GASOLINE INSTALLATION CONTRACTOR 2 WEEKS PRIOR TO 2.3.3 MATERIAL SHALL BE ONE OF THE FOLLOWING: INSTALLATION. SIZE IN ACCORDANCE WITH SHOP DRAWINGS AND IN ACCORDANCE WITH GASOLINE INSTALLING CONTRACTOR'S SCHEDULE OF CONSTRUCTION. A. PRE FINISHED METAL FASCIA SYSTEM. B. PRE FINISHED FASCIA MATERIAL AS SELECTED. 3.2.3 FOOTINGS FOR CANOPY AND PLACEMENT OF ANCHOR BOLTS SHALL BE PERFORMED BY GENERAL GASOLINE INSTALLER AS PER APPROVED SHOP DRAWINGS. TYPE OF CONCRETE SHALL BE AS PER SHOP DRAWINGS. TYPE, SIZE, AND PLACEMENT OF ALL REINFORCED STEEL SHALL BE AS PER SHOP DRAWINGS. PART 3 - GENERAL 3.2.4 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY OWNER, INC.'S CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES FOUND. REFER TO SITE 3.1 FABRICATION DRAWINGS: PLAN FOR SIZE, TYPE AND PLACEMENT OF CANOPY 3.1.1 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERED AND STAMPED SHOP 3.2.5 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR BEING PROPERLY LICENSED IN LOCAL DRAWINGS FOR OVERHEAD STRUCTURE AND FOUNDATION SYSTEMS. INSTALLATION AS WELL 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. 3.1.2 DRAWINGS SHALL SHOW PROJECT LOCATION AND ADDRESS. 3.2.6 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION OFFICE WITH 3.1.3 ORIGINAL ENGINEER'S STAMP FOR APPROPRIATE STATE SHALL BE AFFIXED TO EACH PAGE OF ACCEPTABLE INSURANCE AS REQUIRED PER OWNER, INC. INSURANCE SPECIFICATIONS AND • DRAWINGS. STANDARD CONTRACT FOR CONSTRUCTION. INSURANCE SHALL BE IN EFFECT FOR DURATION OF WORK. 3.1.4 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SOILS REPORT NUMBER AND DATE FOR WHICH CANOPY FOOTINGS WERE DESIGNED. 3.2.7 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL WORK OF OTHER CONTRACTORS ALREADY IN PLACE, AS MAY BE REQUIRED. 3.1.5 SHOP DRAWINGS SHALL SPECIFICALLY CALL OUT SIZE, WEIGHT, TYPE AND NUMBER OF ALL STRUCTURAL MEMBERS. 3.2.8 CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND OBTAINING APPROVAL OF GENERAL GASOLINE CONTRACTOR PRIOR TO PLACING OF ANY HEAVY EQUIPMENT ON TOP OF 3.1.6 ALL DESIGN LOADS SHALL COMPLY WITH CURRENT BUILDING CODES AND LOCAL BUILDING DEPARTMENT CONCRETE WORK ALREADY IN PLACE. 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 3.2.9 ALL FOOTINGS SHALL BE ON FIRM UNDISTURBED SOILS OR FILL COMPACTED TO 95% MAXIMUM STRUCTURAL DESIGN DICTATES. IF APPLICATION IS SUBJECT TO HIGH ALTITUDE (SNOW) LOADING, DENSITY BASED ON A.S.T.M. D 1557-70. IF ANY POOR SOIL CONDITION IS DISCOVERED DURING DESIGN SHALL BE ADJUSTED TO COMPLY ACCORDINGLY. EXCAVATION, THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR SOIL BEARING VERIFICATION. 3.1.7 DEFLECTION OF ALL STRUCTURAL MEMBERS SHALL BE LIMITED TO SPAN/180 FOR L.L. ONLY. 3.2.10 SUPPORTING COLUMNS SHALL BE PLACED AS PER OWNER, INC. GASOLINE PLANS AND AS PER 3.1.8 ATTACH DECK STRUCTURAL SUPPORTS PER ENGINEERED DRAWINGS. APPLICABLE SITE PLAN. 3.1.9 ROOF DECK SHALL BE AN I.C.B.O. APPROVED DIAPHRAGM DECK AND ATTACHED IN A MANNER THAT 3.2.11 CANOPY SUPPORT COLUMNS SHALL BE CAPPED AT TOP. 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 3.2.12 ALL MATERIALS SHALL BE ALIGNED TRUE AND FLAT AND ALL PLANES SHALL BE FLAT, TRUE TO STRUCTURAL MEMBERS SHALL BE APPROVED BY STRUCTURAL ENGINEER. ESTABLISHED LINES WITH ALL SOFFITS BEING LEVEL AND VERTICAL WALLS CORRECT AND ACCEPTABLE. PARAPET FASCIA SHALL BE VERTICAL AND PLUMB. ALL INTERSECTIONS SHALL BE 3.1.10 CONCRETE FOOTINGS SHALL BE MADE WITH STONE AGGREGATE AND SHALL HAVE A COMPRESSIVE TRUE AND STRAIGHTEDGE LINES. MATERIALS SHALL BE LEFT IN ACCEPTABLE CONDITION TO BE STRENGTH TO A MINIMUM 3000 LBS. PER SQUARE INCH WITHIN 28 DAYS AFTER POURING. PAINTED BY OTHERS. ALL METAL SHALL BE FREE OF DEBRIS AS MAY BE REQUIRED FOR FINAL PAINTING/FINISHING. 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 3.2.13 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR NON -SHRINK GROUT BENEATH BASE PLATE 40" AND POURING OF CONCRETE AROUND CANOPY COLUMNS, COVERING ANCHOR BOLTS AS MAY BE REQUIRED. r 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 3.2.14 CANOPY CONTRACTOR SHALL LEAVE ALL EXPOSED STRUCTURAL STEEL FREE OF DEBRIS, PRIMED LOCATIONS. ROOF DRAINS AND LEADERS SHALL BE DIRECTED DOWN THE INTERIOR CANOPY AND READY FOR FINAL PAINTING BY GASOLINE CONTRACTOR. • COLUMN EXITING SIDE OF ISLAND LEVEL OR ABOVE FINISH GRADE OF CONCRETE SIDE PAD ON DOWNHILL SIDE OF ISLAND. 3.3 RESPONSIBILITIES OF GENERAL GASOLINE CONTRACTOR: 3.1.13 INCLUDE IN DESIGN PROVISION FOR OVERFLOW DEVICE AT OPPOSITE CORNERS OF CANOPY. 3.3.1 SHALL BE RESPONSIBLE FOR A MINIMUM OF 30 DAY NOTIFICATION OF DATE WHEN SITE WILL BE READY FOR INSTALLATION OF GASOLINE CANOPY. 3.1.14 CONSTRUCTION NOT SPECIFICALLY INDICATED SHALL BE ACCOMPLISHED PER MINIMUM REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. 3.3.2 UPON AGREED DATE BETWEEN GASOLINE CONTRACTOR AND CANOPY CONTRACTOR, THE SITE SHALL BE FREE OF MATERIAL, MOVABLE EQUIPMENT AND DEBRIS, LEVEL AND IN PROPER CONDITION 3.1.15 IF THERE ARE ANY CONFLICTS BETWEEN LINES ON DRAWINGS AND GENERAL NOTES OR WITH FOR CANOPY INSTALLATION. GENERAL GASOLINE CONTRACTOR SHALL PERFORM SITE WORK AS SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS GOVERN. MAY BE REQUIRED TO COMPLY. 3.1.16 ANY DEVIATION FROM THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY OWNER, INC.'S 3.3.3 GASOLINE CONTRACTOR SHALL NOT INSTALL GASOLINE DISPENSERS PRIOR TO CANOPY ERECTION, CONSTRUCTION REPRESENTATIVE. UNLESS AGREED UPON IN WRITING BETWEEN THE CANOPY INSTALLER AND GASOLINE INSTALLER. 3.1.17 FABRICATION DRAWINGS SHALL BE DELIVERED TO APPLICABLE CONSTRUCTION OFFICE A MINIMUM 3.3.4 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CANOPY FOOTINGS AS OF 4 WEEKS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO WORK SHALL COMMENCE PRIOR TO DESIGNED IN SHOP DRAWINGS PROVIDED BY CANOPY MANUFACTURER, PROVIDING ALL STEEL, ETC., APPROVAL OF DRAWINGS BY OWNER, INC.'S CONSTRUCTION REPRESENTATIVE. (WITH THE EXCEPTION OF ANCHOR BOLTS TO BE PROVIDED BY CANOPY INSTALLER). FOOTINGS SHALL BE POURED IN A SUFFICIENT AMOUNT OF TIME, SO PROPER CURING TIME IS ALLOWED. 3.3.5 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING OF ALL METAL AND TRIM AS RELATED TO THE GASOLINE CANOPY AS PER STANDARD COLOR REQUIREMENTS. 3.3.6 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING AND INSTALLATION OF LIGHTS, SIGNS, SECURITY LIGHTS, ETC., IN CONJUNCTION WITH NORMAL GASOLINE INSTALLATION. G.C. a SHALL CAULK SEAL ALL LIGHT FIXTURES TO CANOPY DECK. L 3.3.7 GASOLINE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING BLOCK OUTS AS MAY BY REQUIRED FOR INSTALLATION OF CANOPY IN ACCORDANCE WITH SHOP DRAWINGS. AND PLACEMENT OF ANCHOR BOLTS IN ACCORDANCE WITH SHOP DRAWINGS AS RELATED THERETO. 3.4 WARRANTIES: CANOPY CONTRACTOR SHALL WARRANTY, IN WRITING, COMPLETE CANOPY INSTALLATION FOR A MINIMUM PERIOD OF 2 YEARS. A 5 YEAR WARRANTY GUARANTEEING INSTALLATION TO BE FREE OF DESIGN AND INSTALLATION E DEFECTS. EXCLUDING ACTS OF MAN, GOD AND NORMAL WEAR AND TEAR. N 3.5 CLEAN-UP: CANOPY CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND REMOVAL FROM SITE ALL TRASH AND DEBRIS RESULTING FROM WORK RELATING TO INSTALLATION OF CANOPY. 0 N GV fV 0 Z ctf cl- 0 CA z O Q V l= W a Lo cD z W LU- W n UD Q00 CR g }" Z do THIRD PARTY TESTS ARE REQUIRED TO BE PERFORMED ON ANY POST CONSTRUCTION ACTIVITIES ASSOCIATED WITH NEW INSTALLATION, UPGRADE, REPLACEMENT OR REPAIR OF OR TO THE UNDERGROUND STORAGE TANK (UST) SYSTEMS, IF THE WORK INVOLVES PRODUCT PIPING, TANK SUMPS, DISPENSER SUMPS AND PANS OR SPILL CONTAINMENT BUCKETS. TANKNOLOGY, INC IS CURRENTLY UNDER CONTRACT TO PERFORM ALL REQUIRED TESTS AS THE NATIONAL 3RD PARTY TESTING CONTRACTOR AND MUST BE USED TO PERFORM POST CONSTRUCTION TESTING TO ENSURE THAT OWNER MAINTAINS CONTINUITY WITH THE COMPANY'S REGULATORY COMPLIANCE TESTING PROGRAM. THE ONLY EXCEPTION APPLIES IF LOCAL REGULATIONS REQUIRE THAT THE INSTALLATION CONTRACTOR PERFORM THE REQUIRED TESTS AND THE TESTS ARE WITNESSED ON SITE BY A REGULATORY ENTITY, IN THESE CASES THE INSTALLATION CONTRACTOR MUST SUBMIT DOCUMENTATION OF THE REGULATORY WITNESSED TESTS, AS WELL AS THE RESULT OF ANY SUCH TEST, DIRECTLY TO OWNER, INC, COMPLIANCE DEPARTMENT. IT WILL NOT BE NECESSARY FOR TANKNOLOGY TO RETEST A COMPONENT WHICH WAS TESTED BY THE CONTRACTOR, IF THAT 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. THE REQUIRED TESTS ARE DIVIDED INTO TWO CATEGORIES, PRE -FUEL TEST AND POST FUEL TEST. THE TESTS PERFORMED DURING EACH PHASE ARE LISTED BELOW. PRE -FUEL TEST - TEST PERFORMED BEFORE FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM THE FOLLOWING TESTS ARE RECOMMENDED TO BE PERFORMED BEFORE FUEL IS INTRODUCED INTO THE UST SYSTEM: PRE -FUEL TEST ESTIMATED TEST DURATION STP SUMPS MINIMUM 4 HOURS DISPENSER SUMPS/CONTAINMENT MINIMUM 4 HOURS SPILL CONTAINMENT BUCKETS MINIMUM 1 HOUR TANKNOLOGY MAY USE ONE OF THE FOLLOWING TEST METHODS: HYDROSTATIC, PRESSURE OR VACUUM. WATER USED TO PERFORM THESE PRE -FUEL TESTS MAY BE DISCHARGED ON SITE AS LONG AS THE WATER WAS NOT IN CONTACT WITH ANY FUEL. CONTRACTOR PREPARATION FOR PRE -FUEL (BEFORE DELIVERY) TESTING - THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN UPON. -110 VOLT AC CURRENT MUST BE AVAILABLE - ALL PRODUCT PIPING, TANK SUMP, SPILL BUCKET AND DISPENSER SUMP/LINER WORK MUST BE COMPLETE AND COMPONENTS ACCESSIBLE. - TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING. - DISPENSERS DO NOT NEED TO BE IN PLACE AND PRODUCT PIPING DOES NOT NEED TO BE PURGED. - AS AN OPTION TO SIGNIFICANTLY REDUCE TIME ON SITE , THE CONTRACTOR SHOULD FLOOD ALL TANK SUMPS AND DISPENSER SUMPS WITH CLEAN WATER THE NIGHT BEFORE THE SCHEDULED TESTING. WATER MUST BE ADDED TO A MINIMUM OF 3 INCHES ABOVE THE HIGHEST PENETRATION OR SEAM IN THE SUMP OR PAN. - THE CONTRACTOR SHOULD ALLOW SEVERAL HOURS TO ALLOW THE WATER LEVEL TO STABILIZE AND MARK THE LEVEL OF THE WATER WITH A PERMANENT MARKER. POST FUEL TEST - TEST PERFORMED AFTER FUEL IS INTRODUCED OR DELIVERED INTO THE UST SYSTEM. POST -FUEL TEST ESTIMATED TEST DURATION TANK INTERSTICE MINIMUM 1 HOUR PER TANK TANK PRIMARY (TIGHTNESS) MINIMUM 2 1/2 HOURS LINE/PIPE INTERSTICE MINIMUM 1 HOUR PER LINE/PIPE LINE PRIMARY TIGHTNESS COMPLETED DURING TANK TEST LINE LEAK DETECTOR COMPLETED DURING TANK TEST STAGE 11 WHERE APPLICABLE MINIMUM 3 HOURS "AUTOMATIC TANK GAUGE ATG CERTIFICATION MINIMUM 2 HOURS OTHER AS REQUIRED BY STATE OR LOCAL ORDINANCE UNKNOWN 'DOES NOT INCLUDE NEW AUTOMATIC TANK GAUGE (ATG) INSTALLATION. CERTIFICATION OF NEW ATG IS THE RESPONSIBILITY OF THE INSTALLING 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. WATER THAT IS OR WAS IN CONTACT WITH FUEL MUST BE PROPERLY DISCHARGED IN ACCORDANCE WITH APPLICABLE FEDERAL STATE AND/OR LOCAL REGULATIONS. CONTRACTOR PREPARATION FOR POST -FUEL (AFTER DELIVERY) TESTING - THE FUEL LEVEL MUST BE BETWEEN 70-80 PERCENT OF TANK CAPACITY - COMPARTMENTALIZED TANKS MUST HAVE FUEL LEVELS WITHIN 10" OF EACH OTHER. IN STAGE II VAPOR RECOVERY AREAS THE FOLLOWING CONDITIONS MUST APPLY. - ALL PRODUCT PIPING MUST BE THOROUGHLY PURGED OF AIR AND VAPORS. - THE DISPENSERS MUST BE SET AND OPERATIONAL TO INCLUDE ALL VAPOR VACUUM PUMPS AND OTHER STAGE II EQUIPMENT FULLY FUNCTIONAL. - ALL HANGING HARDWARE MUST BE INSTALLED AND OPERATIONAL - THE TANKS, PIPING AND DISPENSERS MUST BE ACCESSIBLE TO INCLUDE ASPHALT AND CONCRETE THAT CAN BE DRIVEN UPON. -110 VOLT AC CURRENT MUST BE AVAILABLE - TEST VALVES MUST BE INSTALLED FOR THE SECONDARY PRODUCT PIPING. CONTRACTOR NOTIFICATION TO TESTING COMPANY (TANKNOLOGY) : IT IS RECOMMENDED THAT THE CONTRACTOR PROVIDE NOTIFICATION TO TANKNOLOGY OF THE NEED TO PERFORM TESTS AT 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. 0 CL rde a, m 0 m Proto 2nd Qtr 04-03-15 LO 0 oco JM ZM L M O a. �a >M Q OQ m� U o E-Zu6 LL U C�> zg-i a _ -oW W zF- QW 0�= c9 0 W �MW N J LLI a N LL M Irl- C4 vp 9L. WMAP 0 O oC VIE W IRAN w m50H o 0 Go O �a��, C40 N n o f .-ItH t0 (0 Y o F— o 0 N 00 Z 0) M 0- co � U) N QLLI m U) N C �L ca 0 0 U oE �.�N0CC7yoyUUO ��OYO6soNwcLo L 0taim 3ca •►---o mm�3ai '�5" � w� Wa0o fm'-0 �ytm v002CL 0ww<2- o3tmm=aw m(9 � 2'=042Ma)oca E N U (D 6 NU) a)rL•+'p� V �N cu o N C ° m N(U= c- �.OQ•; E N SF•.•F,9 .�. No 68170 ap • � r r i— 'y _,&TO OF SHEET: Gl 11 FUELING - USA r f Y