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' FILL GAP BETWEEN PIPE & WALL WITH Neff NOTE, <br /> RESILIENT FILL MATERIAL AS REQUIRED 1, DEADMAN TO BE LOWERED DOWN IN TANK ANTI-SIPHON VALVE IS REQUIRED WHEN THE FUEL LEVEL N THE <br /> HOLE WITH THE CABLES ATTACHED, TANK IS ABOVE THE LEVEL OF THE FUEL OIL PUMP CONNECTION <br /> 1"- CONCRETE CROWN, CENTER BOX DIRECTLY OVER INSTALL AT THE HIGH POINT OF THE FUEL OIL SUPPLY PIPE <br /> CON3"FIRM W/ PACIFIC BELL PIPE AS SHOWN, LIMITED EXTERIOR INTERIOR INSTALL <br /> BACKFILL THE TANK HOLE TH 12" OF INSIDE THE PIPING SUMP OR BUILDING <br /> ENGINEER. ACCESS MANHOLE EMCO WHEATON w PEA GRAVEL AND THEN SET THE TANK IN <br /> LOCKING CA 12" 0 MANHOLE WITH ° LOCKABLE BALL VALVES 31 PLACE IN ACCORDANCE WITH THE TANK ANTI-SIPHON VALVE - UNIVERSAL 403 SERIES <br /> LOCKING CAP AND COLLAR. NPT CLOSE NIPPLES (TYP) O NEW OR EXISTING WALL MANUFACTURES SPECIFICATIONS. NATIVE SOIL <br /> ANCHOR ENCLOSURE TO BUILDING NEW PIPE PENETRATING WALL 3. PLACE STRAPS AND POLYETHYLENE SEPARATOR TANK <br /> (MIN. 5 PLACES) ON TANK THEN ATTACH CABLES OVER TANK <br /> ' 1/4" THICK GALVANIZED SHEET METAL AND SECURE WITH CABLE CLAMPS, MIN. OF HOLDS DOWN <br /> ENCLOSURE BY GENERAL CONTRACTOR -- CABLE <br /> PAINT TO MATCH BUILDING 3 PER CABLE END. <br /> �i <br /> CONCRETE SLAB PLANLESS STEEL ESCUTCHEON <br /> .N TILDES PEA GRAVEL <br /> BACKFILL <br /> NPT TEES & PLUGS <br /> DEADMAN <br /> CEMENT GROUT�--�- ° BLACK IRON FUEL SUPPLY & RETURN — <br /> a NOTE' / LINES i0 ENGINE ROOM CONNECTION — <br /> OBSERVATION PORT PIPE TO BE ' <br /> OBTAINED FROM AARDVARK CORP. DRILL PIPE ACCESS HOLE IN SAFE PLACE: FILTER FABRIC IF REQUIRED, SEE <br /> 4" SCH. 4O PICC & THREADED 1415 MERIDIAN EAST, H.Y(206) 60 I CAULK AND SEAL AFTER INSTALLATION, NOTE #10 OF SPECIFICATIONS, <br /> COUPLING TO 2'-0" BELOW GRADE WASHINGTON 98371 PH: (206)927-4321 ��`` ll UNIONS <br /> (OR EQUIVALENT) <br /> 4"SLOTTED SCH. 40 P.V.C. FACTORY 4 SOME: I-1/2"=1'-0" STAINLESS STEEL CABLE CLAMPS <br /> .020', OBS PORT PIPE. SLOTS LENGTH T PIPE WILL VARY I WAIL PENETRATION, SEE (TYP. OF 3 MINIMUM). <br /> LONG, APPROX. 1/4" APART X 2" WITH DEPTH OF EXCAVATION CONCRETE SLAB Q• BLDG. PENETRATION DETAIL <br /> LONG. APPROX. 48 SLOTS PER FT, <br /> 4" 0 P.V.C. PIPE CAP ° ° ° ° ' ° ° ° ° ° ° <br /> INSTALL IN CORNER OF o ° 0 o v° •0 ° o a 0 #4 REBAR 0 EA CORN <br /> CLOSED END OF PIPE AT BOTTOM TANK HGLE UNLESS $ITE PLAN ° . ° 0 0 °i ° o o ° • o ° • vo W/ #3 TIES 0 16" O.C. <br /> ,ftOF EXCAVATED TANK HOLE SPECIFIES OTHERWISE. <br /> PEA GRAVEL BACK FILL- � AT BUILDINGS COLLAR <br /> ATTACHMENT. <br /> 12"X12" PRECAST CNC. DEADMAN EA. SIDE Of <br /> FOR WET & DRY HOLE INSTALLATIONS 4'0 SECONDARY PIPE. SEE 25 TANK (MINIMUM) SEE P-.3, FOR 512E5 REQUIRED. <br /> PRIMARY RETURN PIPE, SEE 25 1/2" 0 STAINtESS STEEL STRANDED CABLE <br /> FURNISHED BY THE GENERAL CONTRACTOR. <br /> PRIMARY SUPPLY PIPE, SEE 25 USE 3 CABLE CLAMPS PER END OF CABLE <br /> 2" FIBERGLASS BELL WITH SPACED 7." APART AND ONE 4" LONG LOOSE <br /> NOTE: FEMALE OR MALE END$ AS ENO. WRAP WITH CALPICO TAPE AND COVER <br /> PREFERRED. 2"0 X 24" LONG FLEX CONNECTOR. WITH ASPHALT EMULSION. <br /> THIS DETAIL APPLIES TO ENMROFLEX TITE FLEX WITH FLEXIBLE <br /> PIPING INSTALLATIONS ONLY CONTAINMENT BOOT OR TELEFLEX <br /> —•v'" �"`�""`•- -�'-" "' '�'_`� "SOIL SAFE 30' OPEN VENT CAP --- - - ---- <br /> 8 TANK BACK FILL OBSERVATION PORT $ ABOVE GROUND PIPING TERMINATION <br /> (USE ONLY S EXIsnNG> FOR DIESEL 1 TANK HOLD DOWN DETAIL SCALE: NONE <br /> SCALE 1"=1'-D' -� <br /> FROM F.G. <br /> 2" 0 BLACK IRON PIPE 2" 0 BLACK IRON PIPE <br /> � <br /> - 24" 0 ASPHALT, 78" 0 CONCRETE MIN - <br /> 110'-0" FROM F.G.v <br /> TGALVANIZED UNISTRUT IN51QE OF SUMP OUTSIDE OF SUMP <br /> WITH PIPE CLAMPS. <br /> LAG INTO BUILDING, <br /> GRADE SHOP PRIME AND PAINT <br /> 3' 0 FIBERGLASS SECONDARY TO MATCH BUILDING � -3" TUBE STEEL SUPPORT _ <br /> 45' ELBOW. <br /> J" IERMINAl10N PLUG, SEE 219 W/ WELDED CAP 0 TOP CONDUIT--- <br /> SHOP PRIVE AND FINISH <br /> 3" 0 FIBERGLASS SECONDARY ABOVE GRADE W/ BLACK ACRYLIC PANT <br /> PAINTPIPE <br /> TEE 0 45' I TO MATCH BUILDING -f <br /> � ! U _ _ _ _ JO TERMINATION ASSEMBLY <br /> G w I - ° ° ° INCLUDES (1) SECONDARY COMPRESSION <br /> SEAL #EF5036 & (1) 3' SECTION OF <br /> FIELD DRILL SUMP FOR BULKHEAD <br /> 4 ° / PIPE. B" SYSTEM ROD PIPE. AND PIPE INSERT. SEE 22 SHEET <br /> c - n P-3. <br /> j I I / ° 2LC <br /> " 0 FIBERG4RISEREU3A'K <br /> AVLINE UACK PLAITEE®}Mp W/ VENT PIPE VENT PIPE <br /> I FOOTE(MRISERER <br /> - - - LOCATIOGRADE) O.C. MIN. <br /> N <br /> t ,PEA GRAVEL BACKFILL <br /> Z_ADAPTOR >' 0'-D' FG. <br /> PIMARY PIPE WITHIN 3" 0BOTTOM OF TRENCH FIBERGLASS SECONDARY JUMP °�(tYPICAL) ADAPTOR I ry FIELD DRILL SUMP FOR <br /> 6- 7_1/2• BULKHEAD AND PIPE <br /> FEMALE COUPLING INSERT, SEE 1 SHEET <br /> �''( P-3 <br /> CONCRET )nPLAN SECTION i � NDTE 1/2" 0 O - REFER TO EQUIPMENT LIST <br /> ' WELD EAU f N ITEM ON SHEET P-3 <br /> (E) BLDG, FOOTING — <br /> DIA, <br /> Y <br /> y <br /> LAT-EULWINQ FR `;TANOIN . <br /> E <br /> 9 DOUBLE WALL PIPE CROSS OVER/TRENCH DETAIL 6a TERMINATION ASSEMBLY DETAIL (ENVtROFLEX PIPING) 5 VENT RISEfl / SUPPORT DETAIL SCALE: 1/2'=V-0" 2 SUMP PENETRATION DTL (FIBERGLASS PIPING) <br /> N <br /> NOTE <br /> 1. TEMPORARY TANK AND PIPING <br /> ARRANGEMENT TO BE REVIEWED __-�Gfl <br /> AND APPROVED BY GOVERNING FIRE --- <br /> W DEPARTMENT PRIOR TO INSTALLATION. SEAL BY LOCAL ENGINEER <br /> 0 2 USEONLY PSPECIFIED <br /> ONSITE PLAN <br /> ANTI-SIPHON VALVE /I �(jQ k, ABORT H. L84 A ASSQC,IAT98 <br /> UNIVERSAL VALVE PIPE CLAMPS AAO!Hnrc.TURE TY_AMB0 ENGINEEPRI ) <br /> N #403 SERIES INSIDE OF BUMP OUTSIDE OF SUMP »;n Na uti L a.w. . Ferecuu cn¢s0° . non � '" <br /> O <br /> N TIXT . y1.�'µ"Al.U.1[nlfEBi <br /> 2"0 BLACK IRON 6" EMERGENCY VENT UN6TRUT PIPE <br /> VENT ,v/ VENT CAP PIPE SUPPORT <br /> (REO EVERY 10') <br /> CHECK VALVE <br /> PIP UPP('RT FLAN <br /> _5--t -- SUMP WALL <br /> _ RETURN ENVIROFLEX SECONDARY PIPING <br /> iN COVER DIAMOND <br /> ED LATE SIZE REQUIRED EQUIPMENT LIST FOR <br /> K-RAIL N SUCTION SUPPLY LINE ) <br /> SUPPLY AND RETURN PIPING SEE SITE PLAN FOR ENVIRGFLEX PNiMARY PIPING <br /> REQUIRED LAYOUT <br /> PIPE CLAMPS (SEE EQUIPMENT LIST FOR <br /> SIZE REQUIRED) - N0. REVISIONS / AUTHORIZATIONS DATE BY <br /> ENGINE ROOM UNISTRUT II c 3 <br /> CONC. FLOOR i� TANK AND PIPING DETAILS <br /> - - <br /> DRAWINGS PREPARED FOR <br /> ° ° = PACIFIC BELL <br /> n , ° 7 - ° <br /> 0 A 4 ° .e e ° e - °4 ° (' �� SACRAMENTO, CALIFORNIA <br /> ° ° ° - RETURN � <br /> SUPPLY �- ENVIROFLEX FLAT BULKHEAD FITTING FACILITY ADDRESS <br /> 1/4" (TYPICAL) <br /> 907 LINCOLN ROAD <br /> BOLTS (TYPICAL) FIELD DRILL SUMP FOR <br /> BULKHEAD FITTING FOOT VALVE STOCKTON CALIFORNIA <br /> / CON VAULT OR ENViROVAULT U.L. SEE SHEET P-3 <br /> O 3/B" CONCRETE ANCHOR IJSTED ABOVEGROUND VAULTED <br /> 1 <br /> U BOLTS WITH 7 1/2" TANK. (TEMPORARY TANK FOR EMP. PIPE SUPPORT <br /> / EMBEDMENT GENERATOR) -- <br /> DATE: 1/22/97 DRAWN BY: <br /> BLACK IRON SUPPLY <br /> AND RETURN TO GENERATOR PROJECT ENGINEER CHECKED BY: J. McGRATH <br /> Z JAN 3 0 1997 E5T/RO NO. SHEET 4 OF 7 SHEETS <br /> - - APPROVED DRAWING NO. <br /> Z <br /> 10 ENGINE ROOM PIPING DETAIL 7 TEMPORARY TANK DETAIL 3 SUMP PENETRATION DTL (ENVIROFLEX PIPING) MANAGER UE046-0001 <br /> IP-4 <br /> O - ' <br />