Laserfiche WebLink
400 WATT METAL <br />HALIDE LUMINAIRE <br />DARK CRAY (GY-210) <br />DECALS AND WNDSHIELD <br />SERVICER BUCKET FURNISHED <br />BY CUSA. MOUNT BUCKET <br />AS REQUIRED. <br />CURD AIR -WATER REEL UNIT <br />w/ STEEL BRAID HOSE, <br />AIR CHUCK/GAUGE $ <br />WATER HOSE <br />TRASH CAN COVER WITH <br />16 GALLON DRUM <br />C X 4" GUARD POST <br />(TYP OF 2) <br />TOP OF PAD <br />Air & Water Statbn Front Elevation <br />CHRISTY FL9/FL9D AIR AND <br />WATER VALVE ACCESS COVER <br />AIR LINE <br />WATER LINE <br />ELECTRICAL CONDUIT <br />TRASH CAN <br />PLANTER CURB OR CURB AND <br />GUTTER WHERE OCCURS. <br />CONTINUE REINFORCING <br />THROUGH PAD <br />GUARD POST <br />NDIE- <br />VERIFv AB SPACING <br />W/ EOUIPMENT MPR <br />Air & Water Statlon Foundation Lay0_ut (T9P ) <br />5/8'0 s 14- <br />N <br />ANCHOR BOLTS (8) <br />FABRICATE AND INSTALL MTL <br />BASEPLATE CO\ERS PAINT <br />DARK GRAY (CY-210) <br />INSTALL GATE VALVES ON <br />AIR & WATER LINES <br />(2) #3 TIES O TOP 3" APART <br />PLANTER AREA - <br />04 VERT. EA CORNER <br />O 2CUR. <br />#3 TE <br />PEA GRAVEL BACKFILL <br />PLANTER CURB OR CURB AND <br />CUTTER WERE OCCURS <br />YARD SURFACE IWIERE <br />OCCURS <br />Air & Water Station Foundation Layout (Side) <br />Q N.T.S. Air & Water Station Wlth Light <br />■uuuuu00000uooueuu <br />IRO POST DECAL <br />L /236) <br />WELDED x <br />WE <br />EL TOP. <br />/ CONC <br />W <br />TE( <br />iE(H-0]5) <br />i8 WHERE OCCURS <br />10 SURFACE, <br />1/8- FOAM <br />WRAP <br />'0 CONCRETE <br />TOTING <br />FOR GUAROPOSTS <br />I ISLANDS <br />Q2 NTS 6" Square Barrier Post <br />■■ou■uuuruuuouo■■oouruoo■■■oouu■■u <br />GUARD POST DECAL <br />(USE ONLY 3. OF DCL #236) <br />TS 4/4.3/16' W/WELOEO SIEEL <br />TOP. FILL W/C DNC. @ PAINT <br />WHITE (WH -835) <br />YARD SURFACE <br />Feb CONCRETE <br />FOOTING <br />1 3.1 4" Square Barrier Post <br />1000 W SUPER METAL HALIDE <br />LUMINAIRE. COMPLETE WITH 5" <br />SO. POLE AND BRACKET <br />ASSEMBLY <br />BASE PLATE COVER <br />PULL HOLE IN POLE WALL <br />ANCHOR BOLTS W/ LEVELING <br />NUTS (BY SUPPLIER) THROUGH <br />BASE PLATE ON DRY PACK <br />GROUT <br />CHAMFERED EDGE <br />(6) /3 TIES O 3" OC <br />YARD SURFACE <br />2'-6'+ CONCRETE FOOTING <br />3/4"- CONDUIT. SNB -UP 14' <br />ABOVE CONCRETE FOUNDATION <br />(4)11,4 VERTICAL BARS <br />q3 WRAP AROUND TIES <br />0 12" OC <br />®NTS Raised Light -pole Foundation <br />■\■e■1e■r■■ref■■■■■Ere■\\■f\■■r\■■•■r\■■■■\■■■■■■■■■\\\ee•■e\\\■1 <br />_0. <br />(TYP. <br />OF 12) <br />(TYP. OF 12) <br />Y <br />:URB AND GUTTER <br />TING CURB AND <br />OR WHEN REO'D <br />ES <br />ICE <br />'LAB <br />N <br />E OCCURS <br />5 CONTINUOUS. <br />EXISTING CURB <br />MERE OCCURS <br />4'-0' O.C. <br />1■■■r■■sonee■ <br />®NTS 14" Planter Curb Adi. to Concrete <br />■■uouuuououuueu■■eueeureuuuuuuuuen <br />0 1/2' RADIUS <br />2' MIN. TOOLED EDGE. <br />4' MA%. TYP. <br />PLANTER — <br />GRADE A C <br />PAVING• <br />04 CONT. <br />• 0. o <br />00 . <br />0 •0, <br />o.'o.o.. o•eo. <br />■eeQ.:„14”■Planter Cur b■Ad[..to Asphalt/■ <br />FIBER EXPANSION JOINT <br />MUST CONFORM TO ASTM <br />TOOL TO 1/4• PADIU9 —I .._. 0 1731 <br />INTERRUPT <br />REINFORCING <br />AT JOINT <br />HANDICAP PARKING SIGN. ■ 1O, N.T.S. 1/2" Fiber Expansion Joint <br />SEE DETAIL ABOVE <br />■uu■■u■a■■uuu■■■uouooeruuuo■u■■oouuuea <br />• <br />■ <br />■ <br />■ <br />■ <br />1 PAINT WHITE <br />n <br />TYPICAL SYMBOL, <br />4'-6' SO., PAINT <br />WHITE ON FEDERAL <br />STANDARD BLUE. <br />FED./ 595A <br />L vz <br />4" <br />EQUAL EQUAL (NP) <br />N.T.S. Handicap Parking Stall w. Sian <br />FILL WITH SEALANT TO POLYURETHANE SEALANT <br />1/4 DEPTH OF SLAB <br />lU' <br />A <br />• REINFORCING <br />• • • CONTINUES <br />• • ACROSS JOINT <br />• A <br />F1 MNTS 1/4" x 11/2" Deep Joint <br />urououoouuuouuoofuuo■■u■ueeouuuu■1 <br />IJ RE BAR E <br />EACH WAY, ITPICAL <br />O p b <br />n A p <br />12. NTS 6" Reinforced Drive Slab <br />5'-0" 0 <br />O <br />ADDITIONAL a <br />REINFORCEME NI <br />a <br />n <br />N <br />I <br />MANHOLE <br />5'-0" <br />ADDITIONAL <br />REINrORCEM('NT <br />T.S."I <br />NN .S m <br />yp <br />(.- <br />Reinforced Concrete Tank Slab at MarnyaK ��.-i <br />YARD SURFACE /4 BARS O 18" O.C. <br />EACH WAY <br />In <br />lIII rd=x <br />• ° -- <br />Asphll to Tank Slab <br />JOINT SEALER <br />I/2" EXPANSION JOINT FILLER <br />CONCRETE YARD SURFACE <br />a <br />•a I <br />CONCRETE TANK SLAB <br />M4 BARS O 18" 0 C <br />/1 EACH WAY <br />AGGREGATE <br />BASE I -I 1 --I 1 11 -ICI 1 J' <br />Ti �Lr= 1-:51- - 1 1 1 1 u m- <br />COMPACTED _ I -T' TTI_TI-IT III I (I- I -m''. <br />SUBGRAOE 9. 9. <br />MIN, MIN, <br />L --1/2"x24" SM00' <br />O 10" O.C. W/H <br />Yard Concrete i0 Tank_Sla_ WHERE occuRS <br />GREASED TO AL <br />13. N.T.S. 9" Reinforced Tank Slab <br />'uouruuuuouuueu uoeruoureuueuuuuuveel <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />PE TRGMAT 1 <br />JO" 1 <br />SAWCUT EOGI � <br />TANK OR 1.1/2" NEW A.C. Exist. <br />YARD SLAG OVERLAY j <br />2" A.C. A.C. <br />COMPACTED I <br />1 <br />• b T COWACTED BASE 6 <br />0 , 1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1.4 N.T.S. Asphalt to Concrete Transition <br />1 <br />Irreerrrr■■■■■■■■■■e■ecce/■■■■■■■■■■OreeelO■■rr■■ee■eOefl <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />2" NEW A.C. COMPACTED <br />PETRO <br />/-1.1/2" OVERLAY 1 <br />/ �E.T1lt. i <br />SAWCUT EDGE <br />15. N.T.S. Asphalt to Asphalt Transition <br />■ouuruuuuuuuuu■.uueuououm4ouu■euull <br />1. 112' OVERLAY <br />PETROMAT <br />EY1s t. A. C. <br />'OnLED iO 1/4" <br />(ADWS IF PLASTC <br />NSERT IS NOT USED <br />I/2' OR 1/4 SLAB DEPTH <br />ILL WTH SEALANT <br />EINFORCING CON11NUFS <br />JOINT <br />#4 BARS O 18" 0 C <br />EACH WAY <br />77 <br />A 414 <br />e^^-- °<o A—_: -- <br />#4 Rebcr_18'.on meter Po_sillonina in Slab <br />H DOWELS <br />ALF GREASk.O, <br />MUST BE <br />.OW EXPANSION) <br />Note: Increase Tank Slab Thickness to 12" in Wet Hole Conditions <br />uufoefeee\■rose Eeu■e\efo■■fe■■■uuueueuueou■uo <br />1' MIN. <br />rr 1 <br />rTi <br />Nrr <br />I <br />t <br /># 1 <br />19. <br />400 W SUPER METAL HALIDE <br />_ <br />_ <br />.-_� <br />_- <br />% <br />I 1 <br />LUMINAIRE. COMPLETE WITH 5 <br />1 <br />I <br />1 <br />0 <br />O <br />I <br />S0. POLE AND BRACKET <br />u <br />0 <br />1 <br />ASSEMBLY <br />I <br />1 <br />I <br />I <br />H+ <br />ALIGN FACE OF LUMINAIRE <br />a <br />I <br />1 <br />W/ CURB FACE <br />3 <br />_I <br />I <br />u <br />10 <br />I <br />PULL HOLE IN POLE WALL <br />o <br />I <br />I A`Lt <br />LLLL/ <br />ANCHOR BOLTS W/ LEVELING <br />% I <br />I <br />: <br />- <br />� L <br />1 <br />NUTS (BY SUPPLIER) THROUGH <br />,O <br />n <br />1 <br />BASEPLATE ON DRY PACK <br />LL <br />C <br />W <br />1 <br />Iu <br />GROUT <br />l <br />H I <br />I <br />1 <br />BASE PLATE COVER <br />x� <br />I W <br />,W, <br />n <br />(6) ,}3 TIES O 3. O.C. <br />1 <br />ALIGN WITH TOP OF CURB <br />W I <br />ry <br />w <br />I <br />1 <br />I <br />I <br />F <br />I <br />YARD SURFACE <br />�NArY <br />/ <br />II_I_7I <br />•F}�k-L} <br />2'-6'0 CONCRETE FOOTING W/ <br />GRADE <br />1:_ _;; <br />\ <br />SLOPED TOP At TOOLED EDGES <br />I <br />� <br />A�111 <br />1- <br />1 <br />j---- <br />CONDUIT. STUB -UP 14" <br />I <br />ABOVE CONCRETE FOUNDATION <br />ABOVE <br />' <br />� <br />I <br />(4) 04 VERTICAL BARS <br />O 16" O.C. <br />(TW') <br />13 WRAP AROUND TIES <br />O 12" O.C. <br />ED N.T.S. <br />Standard <br />Light <br />-pole <br />Foundation <br />■■er■■r■■■■er■■\Nr■r■■Tee■r\ee■■r■■■■■■Err■■■■■■■e■fee■■■■rr■■■■■ <br />_.3L-0. <br />AOA VAN SIGN <br />'I <br />�I <br />o. 0601213ESSIBLE <br />CHAMPS No. 060121) <br />PERMANENT REFLECTURIZED <br />o <br />PORCELAIN ON STEEL SIGN <br />W/ 1' HIGH MIN. BEADED <br />'o <br />TEXT OR EQUAL <br />VEHICLES IN VIOLATION OF <br />of <br />—SEDITION <br />10-1017 OF THE <br />CIT' OF FRESNO MUNICIPAL <br />CODE SHALL BE TOWED AWAY. <br />2-0 SCH. 40 DALY, PIPE <br />FINISHED GRADE <br />1D <br />I <br />\ <br />101"0 CONC. FOOTING <br />_0. <br />(TYP. <br />OF 12) <br />(TYP. OF 12) <br />Y <br />:URB AND GUTTER <br />TING CURB AND <br />OR WHEN REO'D <br />ES <br />ICE <br />'LAB <br />N <br />E OCCURS <br />5 CONTINUOUS. <br />EXISTING CURB <br />MERE OCCURS <br />4'-0' O.C. <br />1■■■r■■sonee■ <br />®NTS 14" Planter Curb Adi. to Concrete <br />■■uouuuououuueu■■eueeureuuuuuuuuen <br />0 1/2' RADIUS <br />2' MIN. TOOLED EDGE. <br />4' MA%. TYP. <br />PLANTER — <br />GRADE A C <br />PAVING• <br />04 CONT. <br />• 0. o <br />00 . <br />0 •0, <br />o.'o.o.. o•eo. <br />■eeQ.:„14”■Planter Cur b■Ad[..to Asphalt/■ <br />FIBER EXPANSION JOINT <br />MUST CONFORM TO ASTM <br />TOOL TO 1/4• PADIU9 —I .._. 0 1731 <br />INTERRUPT <br />REINFORCING <br />AT JOINT <br />HANDICAP PARKING SIGN. ■ 1O, N.T.S. 1/2" Fiber Expansion Joint <br />SEE DETAIL ABOVE <br />■uu■■u■a■■uuu■■■uouooeruuuo■u■■oouuuea <br />• <br />■ <br />■ <br />■ <br />■ <br />1 PAINT WHITE <br />n <br />TYPICAL SYMBOL, <br />4'-6' SO., PAINT <br />WHITE ON FEDERAL <br />STANDARD BLUE. <br />FED./ 595A <br />L vz <br />4" <br />EQUAL EQUAL (NP) <br />N.T.S. Handicap Parking Stall w. Sian <br />FILL WITH SEALANT TO POLYURETHANE SEALANT <br />1/4 DEPTH OF SLAB <br />lU' <br />A <br />• REINFORCING <br />• • • CONTINUES <br />• • ACROSS JOINT <br />• A <br />F1 MNTS 1/4" x 11/2" Deep Joint <br />urououoouuuouuoofuuo■■u■ueeouuuu■1 <br />IJ RE BAR E <br />EACH WAY, ITPICAL <br />O p b <br />n A p <br />12. NTS 6" Reinforced Drive Slab <br />5'-0" 0 <br />O <br />ADDITIONAL a <br />REINFORCEME NI <br />a <br />n <br />N <br />I <br />MANHOLE <br />5'-0" <br />ADDITIONAL <br />REINrORCEM('NT <br />T.S."I <br />NN .S m <br />yp <br />(.- <br />Reinforced Concrete Tank Slab at MarnyaK ��.-i <br />YARD SURFACE /4 BARS O 18" O.C. <br />EACH WAY <br />In <br />lIII rd=x <br />• ° -- <br />Asphll to Tank Slab <br />JOINT SEALER <br />I/2" EXPANSION JOINT FILLER <br />CONCRETE YARD SURFACE <br />a <br />•a I <br />CONCRETE TANK SLAB <br />M4 BARS O 18" 0 C <br />/1 EACH WAY <br />AGGREGATE <br />BASE I -I 1 --I 1 11 -ICI 1 J' <br />Ti �Lr= 1-:51- - 1 1 1 1 u m- <br />COMPACTED _ I -T' TTI_TI-IT III I (I- I -m''. <br />SUBGRAOE 9. 9. <br />MIN, MIN, <br />L --1/2"x24" SM00' <br />O 10" O.C. W/H <br />Yard Concrete i0 Tank_Sla_ WHERE occuRS <br />GREASED TO AL <br />13. N.T.S. 9" Reinforced Tank Slab <br />'uouruuuuouuueu uoeruoureuueuuuuuveel <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />PE TRGMAT 1 <br />JO" 1 <br />SAWCUT EOGI � <br />TANK OR 1.1/2" NEW A.C. Exist. <br />YARD SLAG OVERLAY j <br />2" A.C. A.C. <br />COMPACTED I <br />1 <br />• b T COWACTED BASE 6 <br />0 , 1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />1.4 N.T.S. Asphalt to Concrete Transition <br />1 <br />Irreerrrr■■■■■■■■■■e■ecce/■■■■■■■■■■OreeelO■■rr■■ee■eOefl <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />2" NEW A.C. COMPACTED <br />PETRO <br />/-1.1/2" OVERLAY 1 <br />/ �E.T1lt. i <br />SAWCUT EDGE <br />15. N.T.S. Asphalt to Asphalt Transition <br />■ouuruuuuuuuuu■.uueuououm4ouu■euull <br />1. 112' OVERLAY <br />PETROMAT <br />EY1s t. A. C. <br />'OnLED iO 1/4" <br />(ADWS IF PLASTC <br />NSERT IS NOT USED <br />I/2' OR 1/4 SLAB DEPTH <br />ILL WTH SEALANT <br />EINFORCING CON11NUFS <br />JOINT <br />#4 BARS O 18" 0 C <br />EACH WAY <br />77 <br />A 414 <br />e^^-- °<o A—_: -- <br />#4 Rebcr_18'.on meter Po_sillonina in Slab <br />H DOWELS <br />ALF GREASk.O, <br />MUST BE <br />.OW EXPANSION) <br />Note: Increase Tank Slab Thickness to 12" in Wet Hole Conditions <br />uufoefeee\■rose Eeu■e\efo■■fe■■■uuueueuueou■uo <br />1' MIN. <br />IL PINS <br />1 <br />rr 1 <br />rTi <br />Nrr <br />I <br />t <br /># 1 <br />19. <br />N <br />_ <br />_ <br />.-_� <br />_- <br />% <br />I 1 <br />1 <br />I <br />1 <br />0 <br />O <br />I <br />1 <br />u <br />0 <br />1 <br />I <br />I <br />1 <br />I <br />I <br />L <br />1 <br />I <br />I <br />1 <br />, <br />_I <br />I <br />u <br />I_ <br />1 1 <br />I <br />1 I <br />I .I <br />I--- I <br />o <br />I <br />I A`Lt <br />LLLL/ <br />I_ <br />% I <br />I <br />: <br />- <br />� L <br />IL PINS <br />1 <br />—_]6 <br />19. <br />_ <br />_ <br />.-_� <br />_- <br />% <br />- <br />ry <br />0 <br />O <br />I <br />u <br />0 <br />I <br />I <br />1 <br />1 <br />IL PINS <br />1 <br />I <br />% <br />- <br />-I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />_I <br />tit- <br />u <br />i <br />l <br />_ <br />m <br />o <br />I <br />. <br />. <br />I <br />: <br />A <br />1 <br />,O <br />n <br />1 <br />LL <br />C <br />W <br />1 <br />Iu <br />w <br />l <br />H I <br />I <br />1 <br />x� <br />I W <br />,W, <br />n <br />1 <br />n <br />W I <br />ry <br />w <br />I <br />1 <br />I <br />I <br />F <br />I <br />I <br />I <br />� <br />A�111 <br />1 <br />I I <br />.I 4- 2 LAPS <br />I I <br />1 <br />SLOPE <br />17. N.T.S. Typical Filter Fabric Tank Hole Layout <br />luuuuououeuuuuor■■o■rr■r■ounuuouoouo■■■r■r <br />FM N.T.S, 11/2" Petromat Asphalt Overlay FM <br />EXISTING PAVING FOR ASPHALT TRANSITION <br />9 E E 12 OR 19 <br />/-2' NEM ASP11ALi <br />/ WITN 1,1/2' OVERUY <br />p.--- T BASE .COMPACTED TO 951 ----'' <br />TYPAR TYPAR <br />�_—k <br />• � r <br />•0 <br />• •' o .•l <br />PEVIBIONB BY <br />California <br />Petroleum <br />Equipment <br />Inc. <br />P.O. Box 9384 Fresno <br />CARL 93792 <br />Off(209)276-1881 <br />Fax(209)278-1881 <br />1Ic. 1432613 A B C61 HAZ <br />DRAWN <br />Bryce Ruschhaupt <br />CHECKED <br />DATE <br />12-16-94 <br />SCALE <br />Not To Scale <br />JON NO. <br />■MEET <br />Yard Details <br />Typical <br />0 <br />F-1 <br />