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GENERAL NOTES CORNERS REF6-66.1NOTE: PM 6' CANOPY 8' TANKSLAB FOR REINFORCING AT TANK SLAB SLAB PENETRATIONS AND i ALL CONSTRUCTION SHALL MEET COUNTY (� STANDARDS. CONTRACTOR TO SECURE ENTIRE D� I � G N � �'f CONSTRUCTION AREA WITH CHAIN LINK FENCING DURING CONSTRUCTION PERIOD. - -�' - - -' - - - - - - - - - - - - - - - - ', Architectural 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFYACTUAL FIELD CONDITIONS AND THE PLANS r -_- - - - - _._ - - ,.- - - - - - - __ l I ENGINEER OF ANY DIFFERENCES BETWEEN THE Solutions Group BEFORE PROCEEDING WITH CONSTRUCTION. 6930 DESTINY DRIVE 1 I I SURE 100 F] 3 FUEL CONTRACTOR SHALL BE RESPONSIBLE ROCKLIN, CA 95677 I II I I FOR THE INTEGRITY OF THE PIPING SYSTEM DURI I I I I I I I I FLAITWORKN INSTALLATION, AND CONCRETE VW 6754 t +,5 ,Petro@pmdphq<an I I7 PUL 4 AFTER COMPLETING INSTALLATION OF aoiw. e.eo. aww O F I I I I I - DISPENSERS, THE FUEL CONTRACTOR IS TO INSTALL BRIGHT ORANGE CONSTRUCTION > > ) I I RUL FENCE AROUND ENTIRE DISPENSER. So ARCyIt g i i I 01 THE DAY THE GASOLINE SYSTEM IS PUT INTO I I i 5 FUEL CONTRACTOR IS TO BE AWARE THAT ON 1P FC}. y o O Q• GILBARCO AUTHORIZED SERVICE CONTRACTOR m I I I I i SERVICE, THE FUEL CONTRACTOR ANDA _ 4 p > > I I I qt MUST BE ON SITE ONE (1) HOUR PRIOR TO REN. 1/31/21 STARTUP AND MUST REMAIN ON SITE THREE (3) O I I I I I ADDITIONAL HOURS FOR A TOTAL OF FOUR (4) iv m m I I a ' I I DSL HOURS. ANY COSTS INCURRED OVER FOUR (4) JFOFCpL1FO� „ z HOURS DUE TO FUELING SYSTEM ISSUES, z 3-63.DI I I 1 SHOULD BE BILLED AS A CHANGE ORDER, F+ Fv I O REFERTOEQUIPMENT SCHEDULE, SHEET G7.0 8 G7.1 I I ® KEY NOTES LI IJ I � I I I D 6' CONCRETE SLAB AT FUELING CANOPY. L - - - - - - - _ REF 1-GOA AND CIVIL DRAWINGS FOR TOS L - - - - - -- - ai - - - - - - - - -I ELEVATIONS. GEON Q2 PAST EACH SIDE CMATEING TRE CH ND 17 TA PAST EACH SIDE OF PIPING TRENCH AND TANK (MIN BOUNDARY BTM OF EXCAVATION) EXCAVATION. 3Y-Y (MIN BOUNDARY TOP OF EXCAVATION) ❑3 MAPIPINGER THAT THE TRANC HE DUG IN SEQUA 36'-Y O.T.O. TANK SLAB CANOPY TYPICAL ® AT LEAS THATTHEDTH OF WIDTHN EQUAL TO REF SHEET A AND Q AT LEAST TWICE WIDTH OF ALL PIPING CANOPY MFR DRAWINGS 4 _ CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4' (10em) CLEAR DISTANCE BETWEEN PIPING POSITIONED IN THE TRENCH AND S WHERE Z Z O REF 7-35.0 REF 1-65.0 PIPING CROSSES OVER EACH OTHER. THE O O BOTTOM OF THE TRENCH SHALL BE AS O `¢ TANK_ SLAB PLAN ❑ I ON UNIFORM AS POSSIBLE TO ELIMINATE HIGH w U w U U 2 SPOTS AND ENSURING AN EVEN LAYER OF w LL "ttO _ BEDDING MATERIAL UNDER THE PIPE. ❑ O O O O S 3 ALL SHARP ROCKS AND DEBRIS FROM THE V V 3 U V - u �o TRENCH BOTTOM BEFORE BEDDING MATERIAL o b L) x❑ 2 ❑ qO • ❑ IS INSTALLED. 0 16 1 3G7 .0 SPACING ® SITE CONDITIONS MAY CAUSE VARIATIONS w WHICH MUST BE APPROVED BY 76 FUELING AND DISPENSER STATION FLOWRATER. PIPING BURIAL DEPTHS 112" LETS MIN ID TYPICAL ` - _ _ - _ - _ THAN 18' REQUIRES 76 FUELING APPROVAL TYPICAL 3 1 2 SPACING -_ W I 1.6 NOZZLES - 10 GPM ❑ o m 3 44 OVER 3' DBL-WALL ❑ t 8 NOZZLES - 9.5 GPM �c q _ • q FIBERGLASS MAIN TRUNK w I 3-31 .0 < © a LINE VAPOR PIPING - 10 NOZZLES - 8.8 GPM • • � SLOPE 7/B" PER FOOT MIN TEE IS SET AT � I � z - 45' ANGLE, 1)!P I 12 NOZZLES - 8.3 GPM O - PFA GRAVEL R � ,y ( (OR APPROVED M-ALTERNATENATE) 3-G1A -Y-, SPACING TANK t2 FILL/VAPOR SUMP (PUL) REF 4-36.1 AND 1-GLIA Z - 3Gi.D (p'Il�IOS LT Flo SPACING tl� - � o � D I wV I TANK 82 STP SUMP (PUL) O REF 4-G8.1 AND 7-G4.0 - 17 361 .0 INTERSTITIAL MONITOR m E REF 5-G6.1 AND 4-G3.0 REF 1-35.0 Q REF 1-G5.0 I 12d MIN tY MIN tY MIN TYP I TANK SI FILL/VAPOR SUMP (RUL) DIMENSK)NS INCLUDECROSSWER REF 6.0 I REF 4-GS-1 AND 1G4.1 H 30 (4 PIPE) 48' WIDE TRENCH © I - - - - VENT PI ING - SLOPEF 7 3' X7 REDUCER YOVERYDBL-WALL I REMOTE PIPING DOWN FROM L FIBERGLASS PRODUCT REMOTE VENT DOWN TO TANKS BUSHING (6 LOC) I _ (3 PIPE) 36' Vr10E TRENCH AND VAPOR PIPING - p 1/0' PER FOOT MIN (n REFS-G5.0 SLOPE i (2 PIPE) 26' W7DE TRENCH 30 OVER Y DBL-WALL IMO PER FOOT MIN I $ II �I� FIBERGLASS / / (9 ' I i II ¢ CL Z 3 16' LMDE TRENCH VAPOR PIPING - SLOPE I/8' SRI A AND CLEAN O 0 Q (1 PIPE) PER FOOT MIN, TRANSITION 3' SEPARATOR TO 4' OVER AT TRUNK LINE I �- .� W� Q ♦ ♦ N / TANKi3 TANK i, L9 0 1 n J / Z O n 110 FT DIA 10 FT DIA �y O G8.0 � „ � PIPING TRENCH SECTION 9 ' ° ' �. . ``' `_ ^- \ SPACING SPACING 172'000 GAL p'� REMOTE / \ y� ❑ [} =� I DIESEL REGULAR W J O u ❑ © c ., ❑ I REF 2-63.0 UNLEADED VENT Q Q 1•=1'-0• 70 1 I I REF i-33.0 •vim--� t�j i W W V 17 r- -. - 1 { � REF 1-G5.0 REF 1-G 0 1 .O � LE L (� 0 I Fm 3' OVER Y DBL WALL FIBERGLASS CHASE `7w PIPING BETWEEN TANK SUMPS TYPICAL REF 1-G12.1 F j4< V TANK 03 DIESEL FILL SUMP REF 4-GSA AND 2G4.1 rr TANK #1 STt P SUMP (A L) •� i Project N=ber D I-G4 C�) DNP17002, 2 TANK 03 STP SUMP (DIESEL) -"- + REF 4-G6.1 AND 2-34.0 • ,q.-.moi `ate Lp� Sheet Name INTERSTITIAL MONITOR i .r- ^- ..-,. ' REF 5-36-1 AND 4-33.0 " / FUELING PIPING DESIGN BASED ON 25' LENGTHS PIPINGAND DESIGNER NOTE: TANK PLAN Cut THE CANOPY DRAINS SHALL NOT CONFLICT WITH EZ FUEL PIPING STANDARDS, CIVIL ENGINEER SHALL a COORDINATE WITH THE FUEL ENGINEER. FUEL PIPING PLAN Sheet Number G1 . 0 R! 11 CA