INSTALL 2019 - Laserfiche WebLink

Home Browse Search

GENERAL NOTES 36'-2" O.T.O. TANK SLAB U) 1- 32'-2" 1 ALL CONSTRUCTION SHALL MEET COUNTY Z W (MIN BOUNDARY TOP OF EXCAVATION) STANDARDS. CONTRACTOR TO SECURE ENTIRE :F 281-2" CONSTRUCTION AREA WITH CHAIN LINK 2 (MIN BOUNDARY BTM OF EXCAVATION) FENCING DURING CONSTRUCTION PERIOD. O U) r � 8c Calceclati0ns; Brine Filled Tanks 71 o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY W Ass a1Jors F (7 ENGINEER OF ANY DIFFERENCES BETWEEN THE W suraberrf ksa 2 ate 62IF cf I I B1 , I ACTUAL FIELD CONDITIONS AND THE PLANS W 0 Tank Dr, "eagl t. 133L4? firs Submerged Concrete 8 I I BEFORE PROCEEDING WITH CONSTRUCTION. 0 � U 7 t lblcf Volume of Tank: 2LCk0�galls ns Submere��d re i - 7.6 itaf`cf I 8 3 FUEL CONTRACTOR SHALL BE RESPONSIBLE W - Tank Dlarneter. TO ft IM I FOR THE INTEGRITY OF THE PIPING SYSTE B- U 72 Tank Burial Depth; 4. � I I DURING CANOPY ERECTION AND CONCRETE Tank Length: 3735 I FLATWORK w w INSTALLATION.I I I I p No 04 AFTER COMPLETING INSTALLATION OF of Sump N v o O O I II DISPENSERS, THE FUEL CONTRACTOR IS TO p ��'i3'aCYke��2r. 42 inches �rns�arcl Frees q0 INSTALL BRIGHT ORANGE CONSTRUCTION �* Slab Le ha S a6�V; 5Z.Y713 F 120200,2 Ikis Concrete Slap a .17 #t FSR 224233.7 lbs Backfill ¢ ¢ U U 3-63.61FENCE AROUND ENTIRE DISPENSER. Si@bT , hl.ck lass: B rnehes F5 17491'1,23 lbs Gravel above Dearlma ¢ w w I I I I 19 20 5 FUEL CONTRACTOR IS TO BE AWARE THAT ON � co LL � I ®� I I THE DAY THE GASOLINE SYSTEM IS PUT INTO Proto 08-21-17 Deadman Length: 36 in F6 26323'93 lbs SaI! above DearOm'at Y O O I I I 28 DSL SERVICE, THE FUEL CONTRACTOR AND A Headman kV8dal3; 1E inches F7 13797 (( c z IL g (an rete Deadman ¢2600 Deadnlatl HIe�llit 3:75 inchesO I- I 56 GILBARCO AUTHORIZED SERVICE CONTRACTOR F'L`$ m Tank Dry weight ~ ~ m I MUST BE ON SITE ONE (1) HOUR PRIOR TO 18s p I I 41 Total Down STARTUP AND MUST REMAIN ON SITE THREE (3) X 9,7 lf�s � ¢ ¢ L3pwJard Forces: �� O o p I I I 99 PO ADDITIONAL HOURS FOR A TOTAL OF FOUR (4) Z z I I I HOURS.ANY COSTS INCURRED OVER FOUR(4) M N HOURS DUE TO FUELING SYSTEM ISSUES, o F1 33.32 bs Tank ,,� m m `2 0.34 lbs Sump z z I I O I I 26 RUL SHOULD BE BILLED AS A CHANGE ORDER. ^ Z � Q � Q T�tiUp SSss,2is I LM Y I I I O 27 PUL U a W O a.L�, �1��q €\ Sum 4rC5211985.5 lbs of d04+Jntisaru force p �� 43 Q c W II ° ® KEY NOTES Z ; � M or of Safe , , 1.fiC6 s i<2 Q I I U) Ir Q i i I w Q wz Q //3 A/ I B1 I I 8 6" CONCRETE SLAB AT FUELING CANOPY. > O z 0 L REF 1-GO.1 AND CIVIL DRAWINGS FOR TOS LU W ~ Z - - - - - - - - J ELEVATIONS. J U) L Q2 GEOTECH FABRIC MATERIAL TO EXTEND 12" 1 W 0 PAST EACH SIDE OF PIPING TRENCH AND TANK I` In i Z EXCAVATION. U .I NOTE: �3 PIPING TRENCHES SHALL BE DUG IN SUCH A 2 Z ) FOR REINFORCING AT TANK 8"TANK SLAB 6" CANOPY MANNER THAT THE TRENCH WIDTH IS EQUAL TO o0 LL SLAB PENETRATIONS AND LL SLAB AT LEAST TWICE WIDTH OF ALL PIPING N CORNERS REF 6-G6.1 CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" co (10cm) CLEAR DISTANCE BETWEEN PIPING POSITIONED IN THE TRENCH AND 6"WHERE PIPING CROSSES OVER EACH OTHER. THE TANKSAB PLAN BOTTOM OF THE TRENCH SHALL 2 AS UNIFORM AS POSSIBLE TO ELIMINATE HIGH NOTE: SPOTS AND ENSURING AN EVEN LAYER OF 1�8°=1'-0° APPROVAL FROM THE FIRE DEPARTMENT, CITY OF STOCKTBEDDING MATERIAL UNDER THE PIPE. REMOVE SHALL BE ALL SHARP ROCKS AND DEBRIS FROM THE NEEDED PRIOR TO INSTALLING THE UNDERGROUND FUEL STORAGE RAGE TRENCH BOTTOM BEFORE BEDDING MATERIAL TANKS, FUEL DISPENSERS, AND ASSOCIATED EQUIPMENT AND PIPING, IS INSTALLED. ® SITE CONDITIONS MAY CAUSE VARIATIONS WHICH MUST BE APPROVED BY 7-ELEVEN AND MANUFACTURER. PIPING BURIAL DEPTHS LESS THAN 18" REQUIRES 7-ELEVEN APPROVAL. h FLOW RATE FLOW RATE (RUL AND PUL) (DSL) 1-6 NOZZLES - 10 GPM 1-4 NOZZLES - 10 GPM 3"X 2" REDUCER 8 NOZZLES - 9.8 GPM zu BUSHING (6 LOC) 10 NOZZLES - 8.5 GPM STORE SIDE 101 M REF 5-G5.0 z TANK#1 STP SUMP (RUL) w REF 4-G6.1 AND 1-G4.0 TANK#1 12 NOZZLES - 7.5 GPM Q ` W v TANK#3 INTERSTITIAL MONITOR 10 FT DIA 10 FT DIA 3" OVER 2" DBL-WALL REF 5-G6.1 AND 4-G3.0 12,000 GAL 20,000 GAL TEE IS SET AT FIBERGLASS PRODUCT f:+r TANK#3 STP SUMP (DIESEL) DIESEL REGULAR 45°ANGLE, TYP PIPING-SLOPE 1/8" PER 37. DISPENSER REF 4-G6.1 AND 2-G4.0 REF 2-G3.0 UNLEADED FOOT MIN STATION 0 z °o REF -G3.0jA ID TYPICAL f;:' I c 3" OVER 2" DBL WALL FIBERGLASS CHASE *\ PIPING BETWEEN TANK SUMPS TYPICAL REF 1-G12.1 0 10 O 170 f-O O 7170 (� 1 7170 0 - TANK#3 DIESEL FILL SUMP n REF 1-G5.0 �- REF 1-G5.0 REFI-G5.0 WRAPPED CANOPY COLUMN TYPICAL \\\; REF 4-G6.1 AND 2-G4.1 I SIDE 1 � SIDE 1 REF SHEET G8.0 AND oDISP 50 SIDE 1 CANOPY MFR DRAWINGS 1 1 I o DISP 3 oDISP 10 � 11 I o rte, 0 1 I 90° ELBOW IS SET AT � ' I - I � 45°ANGLE, TYP L j ( S 12 I LSI w O W � o -I 0 Q 0 Z ~ o - - - - - - - - - - - o Z 1 REMOTE Q �� > m 1 III II I �_ G6.0 VENT O m N I 1 12" MIN C 1 OQ } } VAPOR POLISHER TYPICAL 3 1 2 p CO (cc6 o f i 0 0 0 0 3" OVER 2" DBL-WALL FIBERGLASS REF 1-G6.0 4 . a III 12 11 OS O7 �4 O3 VENT PIPING - SLOPE FROM a = s TANK#2 STP SUMP PUL -y O ' 71 7170 7171 a ' • a. A ` a ° ami a a a-Oi o c(PUL) REF 1-G5.0 REMOTE VENT DOWN TO TANKS a'. s j m N@ N 3 Lm 3 0.0 REF 4-G6.1 AND 1-G4.0 - REF 1-G5.0 REF 1-G5.0 1/8" PER FOOT MIN _z F a,' L ° c o., y °- >'-0600 0 >'-0 6 0 O-E-� a D °-° PEA GRAVEL BACKFILL TYP -0 o o.L-- c m X'p N-Z-o 0 m TANK#2 FILL/VAPOR SUMP PUL DISP 4 D DISP 2 °' (OR APPROVED ALTERNATE) a .0 0 m c ° o (PUL) o SIDE 1�-DISP 6 SIDE 1 SIDE 1 o O 02 Q° 3 3:~ 3-0 c E REF 4-G6.1 AND 1-G4.1 0 0 TANK#2 Lo' 00) X 0 Oia ,� ° TANK#1 FILL/VAPOR SUMP RUL 03 a° ° ° m (RUL) 10 FT DIA 4"OVER 3" DBL-WALL n O aY r� a).-'- E REF 4-G6.1 AND 1-G4.1 3" OVER 2" DBL-WALL c a 0 ° 3 N o ° O E 8,000 GAL FIBERGLASS MAIN TRUNK TYP 0 01 ADD 10 INCHES OF WIDTH O c r °¢- N.O O FIBERGLASS ® ® TO PIPING TRENCH FOR E w ,O ar o o INTERSTITIAL MONITOR PREMIUM LINE VAPOR PIPING - REF 2-G6.0 VAPOR PIPING - SLOPE 1/8" 02 EACH ADDITIONAL PIPE v UNLEADED SLOPE 1/8" PER FOOT MIN PER FOOT MIN. TRANSITION z ° ° C r O o 1 w r REF 5-G6.1 AND Q1 �� ° `�_N OO C N E 4- 3.0 ° c 3 REF 2-G3.0 TO 4" OVER 3"AT TRUNK LINE L 10" 10,11 102" F OFESS/ NOTE: PIPING DESIGN BASED ON 25' LENGTHS � ry REF 1-G6.1 FOR DIMENSIONS AND LOCATIONS OF DISPENSERS. (4 PIPE)48"WIDE TRENCH STREET SIDE (3 PIPE) 36"WIDE TRENCH 35558 (2 PIPE)26"WIDE TRENCH 16"WIDE TRENCHOF CAS (1 PIPE) 11/26/18 UES PIPING PIAN PIPING TRENCH SECTION SHEET: O FUELING - USA CA