Laserfiche WebLink
CLIENT: <br /> O <br /> NOTES: UST INSTALLAT�ON bp <br /> OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. <br /> FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT <br /> 2 CONCRETE. .,. <br /> OREINFORCING <br /> BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM <br /> SURFACE. <br /> O REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN <br /> 10 , 000 G i� L L O N C A P A� 8 T LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. <br /> 15 SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT <br /> 8" 8" 5 SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. ALL <br /> CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT <br /> 899 899 <br /> BRINE RESERVOIR " _j w w ONLY. 99 <br /> 42 DIA. FILL SUMP _cn Q a 48 DIA. TURBINE ONE 1 STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. <br /> AND INTERSTITIAL �s <br /> SUMP <br /> FOR STANDARD MONITORING DEVICES LOOP CONTAINMENT SUMP <br /> MONITOR M SENSORS, PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL ' r. <br /> o� 22'° DIA. MANWAY O6 SENSOR LOCATION AND HOMERUN TO BLDG. PROVIDE SEAL-OFFS IN <br /> + ® ® ® _ BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO <br /> ® ® INTRINSICALLY SAFE TROUGH IN BUILDING. CONDUITS SHALL CONTAIN <br /> _ ONLY LOW VOLTAGE WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS Co <br /> MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. <br /> ®� �® LLC <br /> ANCHOR STRAP USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN '/8" <br /> ® LOCATION (TYP.) 7 & MAX OF %" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL <br /> O SUBSTITUTES MUST BE APPROVED BY MANUFACTURERS & OWNERS FIELD <br /> STRAP CHANNEL <br /> REPRESENTATIVE. , <br /> TANK WEIGHT <br /> o w THROUGH SUMP 8 NOT USED. <br /> 5,850 LBS DRY O ti <br /> 7,500 LBS /BRINE O NOT USED. <br /> TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST <br /> 10 COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER <br /> J <br /> TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. �� <br /> 11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS &Q�® <br /> O <br /> WHERE MEETING CONCRETE. <br /> ���® <br /> REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF <br /> PRODUCT LINES (1 OR 2 PER UST SUMP). 18215 72ND AVENUE SOUTH <br /> TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR KENT, WA 98032 <br /> 13 SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK (425)251-6222 <br /> INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. (425)251-8782 FAX <br /> O14 TANK ANCHORING OPTIONAL. CONSULT LOCAL REGULATION; VERIFY WITH CML ENGINEERING, LAND PLANNING, <br /> OWNERS REPRESENTATIVE. SURVEYING, ENVIRONMENTAL SERVICES <br /> OPTIONAL MANUFACTURER OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF <br /> 14 SUPPLIED 18"x8"x22' DEADMAN OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95% AND IS IN No. DATE REVISION DESCRIPTION <br /> (TYP�"M'O`LAAD TANK PLAN VEVY <br /> . OF 2) ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL <br /> UNDERr15 REQUIREMENTS. I <br /> SCALE: 1/2" - 1 '-0" AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT 3 <br /> AUTOMATIC TANK GAUGE SYSTEM. THE MONITORING SYSTEM PROVIDES AN <br /> D E F AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 90% 4 <br /> FOR OPW FILLS M.5.3.14 M.5.3.14 M.5.3.14 A B G H FOR SINGLE IST & SINGLE UST LEVEL. s <br /> NOTE: <br /> D E F M.5.3.11 M.5.3.11 M.5.3.11 M.5.3.11 (2012 CONFIGURATION) XX INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.3.01 & M.5.3.02 0 <br /> FOR FRANKLIN FUELI 5.3.17 M.5.3.17 M.5.3.17 24.95' <br /> SYSTEMS FILLS NOTE: 1 7" CONCRETE SLAB AT <br /> CHOSE APPLICABLE DRAWINGS 87.6 LB/CF Qa <br /> 13 1 13 FOR CONFIGURATION. <br /> ASPHALT AND STONE PER G 3.5' DIA. <br /> PROJECT SPECIFICATIONS M.5.3.14 3 4 (TYP.) 10 11 (TYP.) ( SUMPS I 11 <br /> M.5.3.17 1 (TYP.) SEAL <br /> 10 11 (TYP.) I O O <br /> a � <br /> d. <br /> � a <br /> DEPTH <br /> COVER Q�O�'E <br /> TANK I ��® �� m• Te ! <br /> 4. ,l < 10.5 DIA. 4 1.5' GRAVEL <br /> 3 PEA GRAVEL MIN. TO ( 5,850 LBS COLUMN <br /> 1" COND. LOOP TO SUMP 187 189 PREVENT LOAD TRANSFER O <br /> J-BOX TO TOP OF TANK 6 C rn <br /> 4" FRP RISER TO 166 ( 6°' WIDE DETECTABLE ERGROUND I 7 .67' X 1.5' X 22.0' <br /> GRADE I I MARKING TAPE BURIED 6"-12" o x DEADMAN <br /> DUAL FLOAT HYDROSTATIC BELOW FINISHED GRADE: EMPIRE Lo m �' / V <br /> MONITORING SENSOR O O ( O O MAGNATEC X31-143 12" ®F <br /> _.... 9 " CAL F <br /> HOME RUN TO 6 134 1" FRP BONDED z 13'-6" <br /> BUILDINGEmma O ENTRY FITTING <br /> HYDROSTATIC {NP') <br /> RESERVOIR - 1' BUOYANCY CALCULATIONS <br /> SLOPE SIDES OF TANK HOLE OR _ CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: <br /> USE SHORING FOR ALL TANK ---/�- TANK WITH SPHERICAL ENDS 10.5' O.A. DIA. (10' NOMINAL) <br /> EXCAVATIONS IN ACCORDANCE WITH / i - - _ - <br /> OSHA 1926 SUBPART P, OSHA // 1 FRP BONDED 34 \ \ TANK LENGTH: 20'-11 1/2" TANK DIAMETER 10'-6" <br /> STANDARDS - EXCAVATIONS; FINAL ENTRY FITTING ®® \ TRY 22'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH <br /> RULE OCTOBER 1, 1989 S/� (TYP.) \ <br /> EMPTY TANK UPLIFT = 10,000 GAL <br /> 19 EXTRACTOR FITTI G \\ = 1,337 CU FT <br /> `° 7.48 GAL./CF DEVELOPMENT INFORMATION: <br /> 1,604 CU FT X 62.4 LBS/CF = 83,429 LBS (DISPLACED WATER) ARCO <br /> Mn <br /> TANK SUMP UPLIFT = (2) X 3.14 X 1.75'2 X 4° = 76.9 CU FT <br /> 3am/pm <br /> \ I \\ = 76.9 CF X 62.4 LBS CU FT = 4,799 LBS (DISPLACED WATER) FUEL. CANOPY <br /> \\\\ BACKFILL WITH I ANCHOR STRAP „ /\\ TOTAL TANK UPLIFT 83,429 LBS + 4,799 LBS 88.228 LBS <br /> 04 TANK LEVEL GAUGE W/ o <br /> \j/ OVERFILL PROTECTION 2 FLOAT KIT. OVERFILL LOCATION TYP. \/\ <br /> \\j 7 PEAGRAVEL PER DROP TUBE SET AT I ( " I ( ) \/\ - HOLD DOWN CALCULATION <br /> TANK MANUFACTURER 05 ALARM AT 90 9 <br /> SPECIFICATIONS. 95% (TYP.) I \\�\\ o 1 TANK SLAB: .58 X 14.28 X 24.95 = 206.7 CU FT SITE ADDRESS: <br /> (TYP.) 41 15 I I \j/�\\/ 206.7 CU FT X 87.6 LBS/CU FT = 18.107 LBS b <br /> „ 12"x24"x11GA STEEL STRIKER PLATES ' \\\/\\\� 2O CUBED BACKFILL ABOVE TANK: <br /> 12 x12 x11 GA STEEL STRIKER PLATES I I TYP. UNDER ALL OPENINGS W/ \ \\� 4 X 10.5 X 20.96 = 880.32 CU FT - 76.9 CU FT = 803.4 CF JAY <br /> TYP. UNDER ALL OPENINGS W/0 803.4 CU FT X 57.6 LBS/ CU FT = 46.275 LBS j` CA <br /> I ( I MANWAYS ON FIBERGLASS TANK 3 CURVED BACKFILL ABOVE TANK: <br /> MANWAYS ON FIBERGLASS TANK \ \ \ <br /> (BY TANK MANE) \/\/\ O <br /> (BY TANK MANE) I \ \/�� 3.14 X 5.25'2 X 20.96', = 1,814.1 CU FT FCIL <br /> V) \ \\ \ / // /\� 10.5 X 10.5 X 20.96 = 2,310.9 CU FT DEsuvm By AwANCE ze�DM: <br /> 2,310.9 CU FT - 1,814.1 CU Fl = 496.8 CU FT- 248.4 CU FT AL <br /> X ~ \/\\/\ \ S Q < � \\/\\� 2 CHE( ED BY: ®P REPM: <br /> o j\\j\ \� �, g �r / /\\\/\\� 248.4 CU FTX 57.6 LBS/ CU FT = 14.307 LBS DRAB BY: OV <br /> AwARCE PES: <br /> s 0� \//\// b? a /////� ® GRAVEL COLUMN ABOVE DEADMEN: AL <br /> 0 Ll <br /> v-°-'�\ � / \ \% 7 1.5' X 14.5' X 22.0' X 2 = 957 CU FT Dv: ®fi e PROJECT NO. <br /> 957.0 CU FT X 57.6 LBS/ CU FT 55.123 LBS /� / 1722 <br /> o \/\\/\ :$' 1'-0" MIN. PEA GRAVEL :q \ \ ® CONCRETE DEADMEN: 2015 <br /> DRA�nNG TITLE: <br /> / i , <br /> 109 TR,4PP�R SCREEN <br /> o-/ - <br /> \ \ 7 INSTALLED OVER • .67 X 1.5 X 22.0 22.1 CU FT <br /> O <br /> COMPACTED SOIL TANK SHALL BE DEAD LEVEL \/\/ 22.1 CU FTX 87.6 LBS CU FTX 2 = 3.872 LBS TYPICAL 10,000 GALLON <br /> \� / / i / O <br /> DOUBLE WALLFIBERGLASS TANK <br /> DRY WEIGHT OF TANK: 5.850 LBS INSTALLATM DETAILS <br /> !� TOTAL HOLD DOWN: 143.534 LBS <br /> END OF TANK NATIVE VIRGIN SOIL <br /> 2 MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2 MIN. TOTAL HOLD DOWN: 143.534 LBS = 1.63 SAFETY FACTOR SHEET No: <br /> 00 TOTAL TANK UPLIFT: 88,228 LBS <br /> 10 1Q <br /> OX\ <br /> A. UNDERGROUND TANK � DETA0 <br /> BUOYANCY CALL. 10 uQ�9© T <br /> SCALE: NTS M <br /> SCALE: 1/2" = 1'-0" M5m3iiO5 <br />