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O — OWNER FURNISHED MATERIALS <br /> SUPPLIED INSTALLED <br /> 1 4' TOOLED JOINTCONCRETE SLAB REF. ITEM BY BY <br /> a <br /> FINISH STREET FINISH STREET 1/4" / `( EXPANSION JOINT 11-1 3" DIA, STEEL SUPPORT OWNER G.C. <br /> ASPHALT PROPERTY LINE EXPANSION PROPERTY LINE R. I 1/2" CHAMFER + PIPE AND 3/4" DIA. STEEL <br /> SEE PLOT PLAN FOR ASPHALT DRIVE CONCRETE <br /> DRIVE SEE PLOT PLAN FOR JOINT CONCRETE ASPHALT o AIR PIPE <br /> iv 0.1 D TOP SOIL CONCRETE DRIVE SLAB 3 <br /> PITCH AND FINISH GRADES N iv PITCH AND FINISH GRADES SLAB o DRIVE a <br /> 8"CONC. SLAB 8"CONC. SLAB N a c: o WWF 6X6-W2.9XW2.9 N N 11-2 5/16" I.D. HOSE (250 PSI OWNER G.C. <br /> — o WORKING PRESSURE) W/ <br /> BAYONET AIR GAUGE <br /> `D 'O X X z o z —X OR X X— XIT X 11-3 AUTO - PORT AIR BCCI OWNER G.C. <br /> 1'_6' 6" CONC. SLAB o rn o MODEL B 142 <br /> 1'-0" 6" STREET CURB i —0" 6" STREET CURB ` — w WWF 6X6—W2.9XW2.9 11-4 3 4 PIPE ASSEMBLY WITH OWNER G.C. <br /> WWF 6X6-W2.9XW2.9 0 m » / <br /> WWF 6X6-W2.9XW2.9 a AIR <br /> o a WWF 6X6-W2.9XW2.9 AND 90* ELL ATE AT OTHER <br /> INSTALL EXPANSION 1 -q END <br /> WWF 6X6-W2.9XW2.9 1: 3 SLOPE (�4 REBAR _ .�.,_ JOINTS 20' O.C. <br /> TOP & BOTTOM 11-5 1 1/4" SUPPORT PIPE OWNER G.C. <br /> SECTION SECTION SECTION SECTION 11-6 1 1/4" SUPPORT FLANGE OWNER G.C. <br /> CONCRETE APPROACH & CONCRETE APPROACH & KEYED CONSTRUCTION JOINT IN SECTION SECTION SAWED CONTROL JOINT IN 11-7 3/4" SUPPLY LINE OWNER G.C. <br /> ASPHALT DRIVE U CONCRETE DRIVE OO CONCRETE SLAB OO STANDARD CONCRETE CURB O CONCRETE & ASPHALT DRIVE O CONCRETE SLAB O6 <br /> EXPANSION JOINT ASPHALT 11-1 3" DIA. STEEL PIPE CAP <br /> 12 GAUGE GALVANIZED METAL GUARD RAIL 1 8" V-8" SO. 8" OR GONG. <br /> BOLTED TO METAL POSTS PER STATE GRATING PAVEMENT 11-4 13-1 12 GA. STEEL CURB OWNER G.C. <br /> DEPARTMENT OF TRANSPORTATION SPECS. TOP OF AIR PIPE <br /> CONCRETE EXPANSION JOINT ? w HOSE W/ BAYONET 19-1 16' POLE WHITEWAY OWNER G.C. _ <br /> o o ma AIR GAUGE n 11-7 0 11-3 MODEL 16'-SQS-507 <br /> SLAB • NOT SHOWN <br /> FULLY cav m ( ) `D 3/4'. SUPPLY `0 11_g 5" SQUARE <br /> a FINISHED 11-2 n I 19-2 400 WATT WHITEWAY OWNER G.C. <br /> X X FIN. GRADE ENDS a SUPPORT FIXTURE <br /> w o ANCHOR 11-6 MODEL LRI-400-SMH <br /> _ GRADE FLANGE TO <br /> SEE O o I Z I v 0 00 ° SLOPE CONCRETE , <br /> STANDARD GUARD `O PIPING Z ISLAND. '� z 19-3 (4) 3/4"0 X 4'-0" LONG OWNER G.C. <br /> RAIL POSTS LTS NTH <br /> o 0 0 0 TOP OF ISLAND ANCHOR ANCHOR PATE AND 6" <br /> FURNISHED <br /> BY OWNER <br /> W6 X 8.5 X 5'-9" LONG CONCRETE o TO BYPASS THREADED PROJECTION <br /> WWF 6X6-W2.9XW2.9 #q 0 8" YARD DRAIN TO REGULATOR PIPING I (HIGH PRESSURE) <br /> 6" OUTLET LOW FURNISHED OF REGULATOR REFER TO DISPENSER 20-1 ADMIRAL FLAG OWNER C.C. <br /> 12'-6" MAXIMUM O.C. E.W. G.C. MANIFOLD DRAWING 13 AND PLOT PLAN <br /> PRESSURE <br /> 2'-8 1 4" ) OF FU INSIDE BUILDING, FOR EXACT AIR PIPE LOCATION. AND FLAG POLE <br /> REGULATOR MANIFOLD 3/4" SCH. 40 <br /> SECTION HEAVY DUTY GRATING AND FRAME INSIDE BUILDING. 1 _p•• GALVANIZED STEEL 20-2 WHITEWAY OWNER G.C. <br /> SECTION SHALL BE EQUAL TO MCKINLEY SECTION 3/4" SCH. 40 CONCRETE IPIPE BY G.C. MODEL LAI-400-MH-15 <br /> EXPANSION JOINT IN �9 IRON WORKS TYPE PGM KINLEY" 10 GALVANIZED STEEL FOUNDATION BY G.C. AR W/ MULTITAP BALLAST AND <br /> OO CONCRETE SLAB O 11 HIGHWAY GUARD RAIL WITH TOP FLANGE FRAME. YARD DRAIN AIR PIPE YARD AIR STAND ISLAND AIR STAND SP2-2 PIPE SLIP FITTER <br /> TABLE 1 7/2^ CHAMFER ��� 8 CONCRETE 23-1 ISLAND FORM OWNER G.C. <br /> FEBCO BACKFLOW STATES 3"RIGID BOARD (TYPICAL) A A NEW 1 1/2" ASPHALT OVERLAY PREVENTER MODEL #825Y STYROFOAM UNDER WALK o z < $ 40" 23-2 AMENITY UNIT OWNER G.C. <br /> AL, FL, GA, MS NO 26-1 DIRECTIONAL SIGNS OWNER G.C. <br /> NC, SC, TN NO . X-1 <br /> PROTECTIVE o o �'B <br /> ENCLOSURE ALL OTHERS YES o ' PLAN N3 PE "1-'t'8 TYP' 1'6.3/4" 21J/2'R. 40" ALL OTHER MATERIALS ARE SUPPLIED AND INSTALLED <br /> SID4VIEW SEE PLOT PLAN a SUBGRADE BY GENERAL CONTRACTOR. <br /> WWF 6X6-W2.9XW2.9 ® 24"O.C, EXIST, <br /> 5 4 REBAR INSTALL 3.5"DIA. SCH. ASPHALT 3'-O" MIN. ASPHALT <br /> VARIES 4"GONG. WALK SLOPE 1/4" EQUALLY SPACED o EXPANSION `oO 80 PIPE TOP VEW BINDER <br /> SEE PERS FOOT BLDG. o POLYESTER RESIN TRENCH DRAIN 3" CLR. COURSE <br /> FROM TOP TO I JOINTS I.,�— PAINTED 12"R. <br /> PLOT PLAN BY POLYDRAIN, ACO, OR POLYCAST. TYP. 23' LT. GREY---' EXCAVATE TO SUBGRADE ALONG CONCRETE <br /> BOTTOM r d' 20' O.C. CAST IRON HEAVY DUTY, BOLTED CONC.ISLAND SLAB AND PLACE ASPHALT BINDER COURSE TO <br /> WATER FIN. GRADE . o DOWN, INLAY SLOTTED GRATE. SECTION B-B 1,1/2" I 1 1/2" BELOW CONCRETE SLAB. OVERLAY WITH 1 1/2" <br /> METER, 30"MI4 REBAR L GRADE ASPHALT SURFACE COURSE. <br /> 12"MI - <br /> 4 REBAR DRAIN SIDE VIEW <br /> I) <br /> PRINKLE STY12 GA. STEEL CURB S ERTOFOAM ABLE 1 ABOVE 0 12" 0 0.67 MIN. SET IN CONCRETE WITH OR <br /> FACING 13" NIGH 13-1 SLOPE U WITHOUT SLEEVES <br /> M � SECTION SECTION A—A STANSECTION <br /> BACKFLOW PREVENTER 12 BUILDING SIDEWALK 13 HIGH~CONCRETE CURB 14 TRENCH DRAIN 15 MONODCOLDUMN IP PEGUARDLDING NER/ 16 OVERLAY <br /> ASPHALT DRIVE <br /> LNG 17 <br /> SECOND FIXTURE <br /> FIXTURE_�12"-',•"'1~ Is 2PLAN 5 -0 <br /> IF REQUIRED, IS 19-3 APOLE FLOWN ON PLOT oz O n ANCHOR BOLTS 20-1 ,NOTE: 2'-6" N POLE t" CHAMFER ^ 1" GROUT3 5 19_1 ALL EXPOSED NON-SHRINK 20_2 „� CONC. 1IF VACUUM IS wZ0EDGES TYPICAL WALKLOCATED INSIDE 00dCURB, POUR a oz 3 3/4" CONDUIT q'_0" MAX. `i <br /> VACUUM VAULT I �� w 18'x 18"SQ. ASPHALT RAMP o <br /> BASE ONLY. L 4'-6" �{ `O ¢rt v 3/4" COND. CONCRETE PAD BASE COLLAR RAMP SLOPE :t a 1 225 <br /> =o N FOR FLOOD LIGHT FOUR WOODEN < <br /> DESIGN CRITERIA: • 1":12" (TYP.) PLAN VIEW <br /> 3' n INSTALLATION <br /> 2' 2'-6" —M o CLEAR MEDIUM CLAY SOIL, I WEDGES BLDG. 4 ' SALES <br /> ASPHALT/CONC. 3/4"0 WALL d 815 <br /> FINISH GRADE 30 PSF WIND LOAD. '� ANCHOR PACKED DRY SAND DOOR <br /> BOLT BETWEEN POLE o ELEVATION <br /> TIT-rT . CONCRETE AND TUBE AFTER ro�. VIEW <br /> 2. I CONC.CURB FOUNDATION ERECTION '"1 )OOR , <br /> 5 -0" 6'-0"MIN. 0 <br /> STEEL CENTERING MIN. <br /> �— O 2 -6" NOTE: FACE OF YARD LIGHT POLE SHALL BEASTM MAX. SLOPE <br /> VACUUM LOCATED 3'-0"MIN. FROM OUTSIDE 2'-6" ASTM A-36 A-307 WEDGES 1_ <br /> 8" RE EPTACLE SECTION SQUARE PLATE NUT "•3._g„. CONCRETE 2'-0"MIN. ON LATCH „ <br /> T PAD VAULT BASE � FACE OF LANDSCAPE CURB. 4"X4"X3/8" STEEL BOTTOM PLATE FOUNDATION SIDE OF DOOR 6 MAX. <br /> STEEL SUPPORT PLATE GROUND SPIKE <br /> ELEVATION FOUNDATION 19 20 733 PLAN ONLY 685 815 1152 & 1225 21 <br /> VACUUM BASE 18 YARD/ISLAND LIGHT YARD/ISLAND LIGHT ELEVATION FLAG POLE & BASE HANDICAP RAMP TYPIItAL PANDICAP RAMP TOSCO NORTHWEST COMPANY cn <br /> 4 - 4 DIA. STEEL POSTS, 7 LONG, 35"--+y J <br /> 3' BURIAL DEPTH, FILLED W/ CONCRETE GRADE 12— EVEN WITH GRADE RETAIL MARKETING <br /> T 1�" AIR YJ3" DESIGN AND ENGINEERING Q <br /> ° O- <br /> 6'HIGH ENCLOSURE <br /> SEE "INSTRUCTIONS . . . .. . . 42* LIJ <br /> TO BIDDERS” FOR 0 9" MANHOLE 1 . ' " ' • • NOTE: CONCRETE PAD IS <br /> OPW 104A-1044 OR EQUIVALENT 3 5/0" <br /> MATERIAL ° ° I NOT NEEDED WHEN MWNiTNG 3/8n <br /> BRASS • • • ' • • • DIRECTLY ON A CONCRETE <br /> RECESSED ASPHALT OR CONCRETE - FOOTING .SIDE'ELEVATION SURFACE. 2" Q <br /> PLUG PAVEMENT o WOODDFODEL Y95 2" FRONT ELEVAT103N YARD & DRIVEWAY <br /> m FREEZELESS YARD DETAILS _S <br /> WOOD GATE SHALL 1" <br /> BE FRAMED WITH 2"0 - \ HYDRANT LLJ <br /> GALV. STEEL PIPE. 8" REINFORCED o OR APPROVED EQUAL 43/8" <br /> 3 7"12 7 -1 <br /> GATE TO INCLUDE CONCRETE PAD3"0 TERMINAL POSTS N f o DWG. NO.: 16 REV.: 9 <br /> AND HARDWARE. 15% SEWER CLEANOUT3 4 COPPER DIA SCALE: 1"=1" PLOT SIZE MADE BY: CDECO <br /> 0 3/4' GRAVEL TYPE K WATER LINE t/y_ DATE: MAY 25 1988 CHECKED BY: <br /> 2 1/2" REVISIONS DATE OWN CKD <br /> PLAN N - 23 SECTION 24 HOLE <br /> WEEP 25 40" OR 57" USE 40" WIDTH ON 39" SIG S 26 =�,�' <br /> RUBBISH ENCLOSURE 22 SEWER CLEANOUT LANDSCAPE HYDRANT SECONDARY SIGNS PLAN MEW * ���.����' m D <br /> USE 57" WIDTH ON 56" SIGNS c—, mil r- -w <br /> 'M li <br /> `YQ <br /> 16SHEET -� <br />