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DRAWING NUMBER <br />REORDER BY PART NUMBER 6552 <br />X <br />2 <br />I F.) <br />00 <br />IM <br />II N <br />O <br />. O <br />00 <br />O <br />3 <br />1iz <br />1-41 <br />-r4 a <br />I to <br />0 <br />a1 <br />nn <br />P44) <br />U <br />N <br />gLi <br />ON of ►PINT ON THIS LINE <br />1 <br />i <br />0— <br />b S2SP <br />WAREHOUSE <br />UN! "EP REFFZ I6ERATION <br />1,1p22 TOTAL SQUARE FOOTAGE <br />=534a.O <br />SF SF <br />4 <br />534F <br />SF SF <br />5347 SF <br />SiO SP 11100 <br />OPPICE <br />INV. N = 5344.00 <br />PROPOSED 12" TRENCH DRAIN <br />W/ HEAVY DUTY GRATE <br />GRATE ELEV. = 5345.00- <br />2 DOCK DOOM <br />INV. OUT= 5343.00- <br />do22 sr <br />LEASE SPACE <br />II/722 TOTAL SQUARE POOTASE <br />EF --534E <br />PROPOSED 5' <br />FLOW <br />INV. <br />INV. <br />TYPE 'R' INLET <br />LINE = 5341.8 <br />IN = 5338.98 <br />OUT= 5338.59 <br />SF <br />GMS VALE e <br />PROPOSED 15" FES <br />INV. OUT= 5338.5— <br />it <br />11 <br />11 <br />11 <br />11 <br />it <br />RIM EL=5340.2 <br />36 RCP <br />T <br />tu <br />%.? czr <br />PROPOSED 1 LF 15" RCP <br />W/ 18 LF IR" RCP <br />TH <br />TH <br />OUTLET STRUCTURE I <br />SEE DETAIL <br />1 <br />a, <br />PROPOSE\ 12" TRENCH DRAIN 2 DMA( DeC2119 <br />W/ HEAVY DUTY GRATE <br />GRATI\ ELEV. = 5345.00 <br />LICO sr <br />orrice <br />TH <br />345.00 <br />INV. OUT 5344.50 <br />9 sr <br />if I FLOW LINE = 5348.50 <br />INV. IN = 5344.40 <br />INV. OUT= 5344.2 <br />SILT FENCE INSTALLATION <br />Iv__FABRIC MATERIAL <br />(ACHORED IN TRENCH) <br />STEEL OR 2-x4" WOOD POST <br />(ANCHORED TO FABRIC) <br />NOTE: EROSION CONTROL MEASURES <br />SHALL BE MAINTAINED UNTIL <br />1/2H r MIN <br />LANDSCAPING IS COMPLETED, <br />OR AS DIRECTED BY LOCAL <br />JURISDICTION <br />exe TRENCH <br />A —FLOW <br />SECTION <br />to <br />( \\\\ 411;) <br />PtPOSED <br />3' COMBINATI INLET <br />FLOW LINE=5345.5 <br />INV OUT= 5343.91 <br />00 <br />PR <br />4' DIAMETER MAN E <br />RIM = 5345.50 <br />OUT= 5343.47 <br />5345.85 I <br />I \ <br />ts <br />5346.00\, <br />N PROPOSED <br />5345.911 <br />15341 <br />ti HOOKUP_ -.;.1 <br />—11E 1-)4E1 RtP <br />CA <br />1 <br />1 1 <br />0 <br />oco <br />di <br />Fs <br />INV.=5345.85' <br />sr <br />43.06 <br />534 <br />10' BLOC <br />ime <br />ASPH ALT <br />AIRBORNE EXPRESS <br />ONE STORY <br />CONCRETE BUILDING <br />1501 ARTHUR AVENUE <br />o <br />-J <br />11 <br />ot <br />Lai <br />NI 1 <br />PCp <br />IIZ <br />irt <br />11 <br />11 <br />II a3 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />tl <br />if <br />1 <br />11 1 <br />11 <br />11 1 <br />11 4 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />It <br />11 <br />11 <br />11 <br />111 <br />H18- RC <br />41 <br />11 <br />11 <br />11 <br />It <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 1 <br />11 <br />11 <br />11 <br />8141 <br />11 <br />11 <br />tt <br />it <br />tilt <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />RIM EL=5345.68'1 <br />EXISTING AIRBO E EXPRESS POND <br />NEW WATER SU FACE = 5345.78' I <br />OUTLET STRUCTURE <br />GRATE EL.=5344.10' <br />AO <br />1 <br />1 <br />cs\>/:4 P6- <br />• <br />6" MINIMUM <br />1 1/2" — 3" ROCK <br />1/2" — 3/4" FILTER LAYER <br />0 B VEHICLE TRACKING CONTROL <br />— NO SCALE <br />EXISTING <br />85 <br />52.49 <br />11111•••11•0 01•111M. 4/NNW 11/MIII/IONIND <br />LEGEND <br />PROPOSED <br />84 <br />85 <br />5345.85 <br />SF <br />INTERVAL CONTOUR <br />SPOT ELEVATIONS E <br />VEHICLE TRACKING CONTROL <br />SILT FENCE <br />INLET PROTECTION <br />STORM SEWER <br />Imo mil 1•01 BASIN BOUNDARY <br />BASIN DESIGNATION <br />BASIN AREA (Acres) <br />PROPERTY LINE <br />DRAINAGE DIRECTION <br />DESIGN POINT <br />GRAPHIC SCALE <br />20 0 10 20 <br />o <br />o <br />t _..1 N l• t" <br />Ni. . .-_ o 1) I <br />a OP6sgra') <br />us cf).„, <br />le 0 ;2 g 1 <br />ZIC <br />Lia Li - <br />o <br />z <br />0 <br />L z <br />L& <br />z, <br />a V) <br />0 <br />Umi <br />REVISIONS <br />8/1/01 COUNTY COMMENTS <br />DATE: <br />DESIGN: <br />JOB <br />NO.: <br />DWG: <br />5/09/01 <br />BGB <br />06-042442-00 <br />FINALDRAIN <br />Lu <br />