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SLOPE CONCRETE AROUND ALL SLOPE CONCRETE AROUND ALL SINGLE WALL STAGE II DOUBLE WALL UNDERGROUND STORAGE TANKS 6 MANHOLES 1" RISE OVER 1Y RUN 6 MANHOLES 1' RISE OVER 17 RUN VAPOR RECOVERY LINE PRODUCT PIPING IMPORTANT: SLOPE CONCRETE AROUND ALL (MARK PIPE TO SEPARATE TANKS ARE TO BE INSTALLED AND TESTED PER CURRENT 6 MANHOLES 1' RISE OVER 12 RUN 37 37 6, FROM PRODUCT LINES MANUFACTURER'S INSTRUCTIONS. GENERAL: 55 42 40 ( I EXCAVATE FOR, SET AND FILL AROUND ALL UNDERGROUND 6 TANKS AS SHOWN ON DRAWINGS AND SPECIFICATIONS. TANKS ARE TO BE BALLASTED WITH GASOLINE OR WATER D AFTER INSTALLATION AND BACKFILL. 4 d p D 4 . d p p p D p"..p WHERE THIS DRAWING IS IN CONFLICT WITH THE LOCAL D4. 4' 4' _ D p. .:';b ', G P . D p- D p ,;: D ' 4 4 . 4 p ' -p p'. ( 36 REGULATIONS, LOCAL REGULATIONS WILL SUPERCEDE THIS DRAWING IF THEY ARE MORE STRINGENT. 29 PEA GRAVEL AND BACKFILL: 2 49 49 41 29 I USE PEA GRAVEL (ROUNDED PARTICLES) WITH A MINIMUM 30 43 30 DIAMETER OF 1/8" AND MAXIMUM DIAMETER OF 3/4". 21 I 24 STONE CRUSHINGS SHOULD BE WASHED AND FREE FLOWING. 20 ANGULAR PARTICLE SIZE SHOULD BE BETWEEN llErEQU AND TS. 0 51 I I AND MUST MEET ASTM C-33 PARAGRAPH 9.1 REQUIREMENTS. 51 NO MORE THAN 3% OF BACKFILL MATERIAL SHALL PASS 47 1 1 1 Ll THROUGH A NUMBER 8 SIEVE. 1 G ANCHORIN47 51 47 �,L 16 I I I IF NECESSARY, TANKS ARE TO BE ANCHORED PER 1 20 1 i `�'I1 II „ MANUFACTURER'S SPECIFICATIONS. CONSULT WITH OWNER'S 1 LLAlFIELD REPRESENTATIVE TO DETERMINE IF ANCHORING IS TO BE INCLUDED. (STRAPS PROVIDED BY OWNER) 11� PIPING TRENCH TANK TEST: TANKS MUST BE TESTED ACCORDING TO CURRENT PLAN VIEW MANUFACTURER'S PROCEDURES. NOTE THAT PROCEDURE _ - VARIES BETWEEN MANUFACTURERS. IMMEDIATELY BEFORE INSTALLATION, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED ABOVE GROUND WITH SLOPE CONCRETE AROUND ALL 36 11 5 PSI AIR PRESSURE. 28 CONTRACTOR TO FOLLOW MANUFACTURER'S 6 MANHOLES 1' RISE OVER 1Y RUN AFTER INSTALLATION AND BACKFILL TO TOP OF TANK AND INSTALLATION INSTRUCTIONS TO INSURE INSTALLATION OF PIPING CONNECTIONS, ALL UNDERGROUND PROPER PLACEMENT 45 74 _ t, STORAGE TANKS SHALL AGAIN BE TESTED WITH AIR 48 p D PRESSURE AT 5 PSI WITHOUT PRODUCT AS BALLAST. AFTER COMPLETION OF ALL YARD PAVEMENT WORK, 2 4' 4' D? INCLUDING TANK PADS AND PUMP ISLANDS, A PETROTITE "4 p (OR APPROVED EQUIVALENT) TEST SHALL BE PERFORMED .� AT THE EXPENSE OF THE OWNER ON THE TANK, PRODUCT AND VENT LINES.(NITROGEN TEST FOR VAPOR RECOVERY PIPING) 12 4 CONTRACTOR SHALL COMPLETE THE TANK MANUFACTURER'S , CHECKLIST AND SUBMIT THIS LIST TO THE OWNER'S REPRESENTATIVE. _N 14 PIPING DEFLECTOR PLATE DEFLECTOR PLATE - I PIPE: TANK BOTTOM FIBERGLASS PIPE TO BE A.O. SMITH OR AMERON (BRANDS 0 TANK BOTTOM I MAY NOT BE MIXED. INSTALL PER MANUFACTURER'S 45' 6 RECOMMENDATIONS). STEEL PIPE TO BE SCH. 40 GALV. PIPE JOINT SEAL: 8" 8" 8" T' FITTEEL PIPE TTIN S AND THREADED METAL CONNECTIONS. ^ ALL PIPE AND PIPING SHALL BE AS NOTED ON DRAWINGS. LINE OBSERVATION WELL DETAIL SPACE PIPING IN TRENCHES ® 8 O.C. TANK VENTS: STAGE I VAPOR RECOVERYNOTE: t" = 1'-0" 2/z ALL TANK VENTS SHALL BE 2". TANK GAUGE DETAIL C AND FILL PIPE DETAIL D ANNULAR SPACE MONITOR DETAIL E NUMBER AND LOCATION OF LINE BACKFILL: 2/2 . i° = i'-0" 2/2 1" = 1 '—O' 2/2 OBSERVATION WELLS PER PLOT PLAN, BACKFILL OVER PRODUCT AND VENT LINES IN TRENCH SHALL BE CLEAN COMPACTED PEA GRAVEL. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON 6" OF COMPACTED PEA GRAVEL. NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS OR OTHER DEBRIS. *STAGE 11 VAPOR 31 51 DISPENSER OUTLINE *NOTE: RECOVERY LINE ALL PIPING MUST SLOPE TO UNDERGROUND TANKS. CONFIGURATION SHOWN IN THIS DETAIL IS FOR "B" SIDE PIPE TESTING: A GILBARCO "ADVANTAGE" DISPENSER. 38 FOR GILBARCO "MPD-3' DISPENSER REFER 3/4" CONDUITS EACH PIPE SYSTEM, PRODUCT PIPING AND TO DRAWING 15R-S2VR-CA 2/2. FOR DISPENSER VENT PIPING, SHALL BE PRESSURED TO DRIP BOX SENSOR _ II 50 PSI AND MAINTAINED AT THAT PRESSURE FOR 24 **NOTE: HOURS BEFORE BACKFILLING AND FOR 24 HOURS INSTALL TRAFFIC BEARING PLATE TO PROTECT 31 AFTER BACKFILLING. IF NO PERCEPTIBLE CHANGE IN LATERAL PIPING DURING CONSTRUCTION. PRESSURE HAS OCCURED AT THE END OF THE TEST 56 PERIOD, THE SYSTEM SHALL BE CONSIDERED INITIALLY ***NOTE: ACCEPTABLE. THIS SAME TEST SHALL BE PERFORMED PROTECT MAIN RUN PIPING UNTIL SLOPING PIPE 62 AFTER BACKFILLING. REACHES THE MANUFACTURE'S MINIMUM BURY IF DOUBLE WALL PIPE IS USED, THE SECONDARY PIPE IS DEPTH. "'—'- - H 44 44 BE BE PRESSURE TESTED AT 5 PSI FOR 60 MINUTES "A" SIDE BEFORE BACKFILLING AND 60 MINUTES AFTER BACKFILLING. VORCONDUIT 1" CONDUIT FOR SPEAKER FOR DISPENSER CONCRETE *GILBARCO STRAP VENT 4 17 CONCRETE USED SHALL !BEET BP STANDARD SPECS., ADVANTAGE PLAN DETAIL @ PUMP BOX LINES TOGETHER DRAWING BP-S-1, SECTION 1.01. DISPENSER 1" = t '-o" 10 17 19 SUMP UNITS "B" SIDE "A:' SIDE N PAINT GRAY BUILDING WALL FIBERGLASS SUMP UNITS ARE TO BE SEALED PER MANUFACTURE'S INSTALLATION INSTRUCTIONS. _y 3' 42' 3' 1�- 17 STAGE II VAPOR RECOVERY DISPENSER ISLAND BY GILBARCO 38 � 46 PIPING UNIONSCO5"' 13 1/2 T 18 1/2" 5" 16 18 ig REFER TO DWG. 15R-S2VR-G/W 2/2 FOR COMPLETE DETAILS. n a 1T ° a STRAP LINES N EXPANSION 57 TOSCO NORTHWEST COMPANY JOINT 46 b a 17 ° a TO BUILDING CONCRETE SLAB y ' ,s ` K ,;` 29 ` 10 a as 10 = " ✓ ,0 17 GRADE '�0 6 30 50 _ e o = 'i a RETAIL MARKETING ; - •; .,;,, : '; ;;:;.;:,, a •;;;. ;.;�w;; 38 N a �o• 0, o DESIGN AND ENGINEERING ,: , �. .> t .•_ ..,., 54 14 �: O i .: •• .•• '%: • .: :• ::.:: • %: _ a 200 PUBLIC SQUARE s ?" a r z r. • .. r SAWCUT 4 1/4" p, a . 18 CLEVELAND, OHIO 44114 1•T - ' ' ; ' ' ' ' "' IIi HOLE FOR ENVIRON 7 ;; 6 33 2 14 31 N FLEXIBLE ENTRY 6 12" 12" 24' SLOPE TO TANKS 6 10 =N Qp Boor (TYP.> CALIFORNIA . 10 6 9 8 i3 5 10 56 NI b FREE STANDING PROFILE PLAN VIEW WALL MOUNTED PROFILE DOUBLE WALL FIBERGLASS 53 R* TANK AND LINE DETAILS to 12 VENT RISER DETAILS 34 I 62 13" g, g, 13., 5 8 16 15 PEA GRAVEL _ 3/4"=1 '-0" DWG. NO.: 15-CA 2/2 IREV.: 2 SCALE: 1"=1'-0'• PLOT SIZE MADE BY: TAIT CF DATE: 4-26-91 CHECKED BY: 18" 22" -1 I "AI $ED ' SIDE REVISIONS DATE DWN CKD ii-i91 Tm4z wr PRODUCT PIPING AT DISPENSER ISLAND ELEVATION DETAIL ® DRIP BOX _ — 15DWTCA2 +