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LEGEND <br />• <br />i <br />GROUND <br />ELEV. =5316.0 <br />GROUND <br />ELEV. =5316.0\\ I I I <br />J <br />Manhole <br />Existing Manhole <br />5' Type 'R' Inlet <br />10' Type 'R' Inlet <br />Storm Pipe <br />Existing Storm Pipe <br />Existing Contours <br />Proposed Contours <br />Basin' Boundary <br />Flow Arrow <br />Basin Designation <br />=E1=11=' <br />—11=11= 11 <br />/ <br />—11=11=11 <br />GROUND <br />ELEV. =5316.0 <br />—n=11= <br />n11-lii=I• <br />WALK <br />i b <br />� I <br />1 1 1 1 <br />1 1 1 <br />J I <br />H 2' --'1 <br />. 7 <br />TOP OF WALL <br />/— TOP <br />VARIES <br />0—.5' — 2.5' <br />10.6° <br />SLOPE MAY VARY <br />DRAIN TILE <br />FREE DRAINING <br />AGGREGATE <br />6" MINIMUM COMPACTED <br />GRANULAR BASE <br />UNREINFORCED WALL (SIDE I/IEW) <br />NOT TO SCALE <br />MP OF WALL riELEV.=5317.5 <br />I I I I I <br />I I I I I <br />III 1 <br />I I <br />6. <br />TOP OF WALL <br />ELEV.-531&5 <br />WALL DETAIL A—A (FRONT WOO <br />NOT TO SCALE <br />TOP OF WALL <br />ELEV.=531a0 <br />1111 <br />1111111 <br />111111 <br />1 1 1 1 1 1 1 <br />IJ <br />6" MINIMUM COMPACTED <br />GRANULAR BASE <br />WALL DETAIL B—B (FRONT WIii <br />NOT To SCALE <br />fTOP OF WALL <br />ELEV.=5317.0 <br />11 <br />WQ V <br />V7 <br />I 1 1 <br />1 1 1 1 <br />1 1 I <br />7 • <br />12" PERMEABLE SOIL (SANDY LOAM) <br />BOTTOM VARIES 4' TO 6' <br />/7. /\.//\•• <br /><\ <br />ARCH! TEC TURALL Y <br />ENHANCED WEIR <br />C = 3.0 <br />DRY SWALE RELEASE STRUCTURES D—D & E—E. <br />N. T. S. <br />/ <br />I <br />11 <br />I. <br />6" MINIMUM COMPACTED <br />GRANULAR BASE <br />TOP OF WALL <br />ELEV.=531&0 <br />I I I I I I I I <br />I I I 1 I I 1 I I I <br />111111111111 <br />1 1 1 1 1 1 1 1 1 1 1 1 <br />1 .1 I l I I 1 1 II -1,-II=11 <br />_ _ J 11=11= <br />'ri �°ii *sl�'s l/ri !" !Yi!'�:4174..:•V•✓'illi!* •-1•': .•;, • ›.143 -II 11 II lI II <br />6" MINIMUM COMPACTED <br />GRANULAR BASE <br />• <br />l � <br />GROUND <br />ELEV. =5316.0 <br />II 11=11 <br />—II -1 <br />=n—II <br />GROUND <br />ELEV.=5316.0 <br />GROUND <br />ELEV.=5316.0 <br />WALL DETAIL C—C (FRONT 14W <br />NOT TO SCALE <br />VARIES 15" TO 36" <br />/4i <br />12" GRA VEL (PEA GRAVEL) <br />6" U.D. WI TH FILTER FABRIC <br />TYPICAL SECTION <br />N. T.S. <br />WALL <br />(0.5' - 2.5' HIGH) <br />WHERE REQ'D <br />GRAPHIC SCALE <br />• <br />• <br />I <br />/ <br />— - -, — <br />• <br />011,111.1. <br />• <br />- <br />\ <br />• <br />• <br />\ / <br />• <br />/ <br />..1 <br />HECLA WAY / <br />-5330 — <br />N <br />• <br />• <br />• <br />t <br />• <br />• <br />•• <br />• <br />N <br />N <br />• <br />• <br />• <br />\ <br />• <br />\ <br />• <br />• <br />/ <br />EXISTING '8" W/L <br />6" W/ <br />FIRE HYDRANT—N <br />EXISTING <br />FIRE HYDRANT <br />INSTALL CITY' OF <br />LOUISVILLE DRIVE <br />RAME <br />s <br />1 <br />/ 5327 <br />—L--- <br />S�-�— EXISTING TELEPHONE / <br />1 I BOX TO BE RELOCATED <br />.� / <br />`, / 2" HOLES FOR <br />PATIO DRAIN <br />1 / <br />/ BUILDING PAD <br />/ ELEVATION F.F. = 5327.3/ ) <br />/ I <br />EXISTING <br />FIRE HYDRANT-• <br />/ 1 <br />1 <br />} <br />^)rl' <br />1 <br />15' <br />SHARED <br />'ACCESS EASEMENT <br />N <br />N <br />G <br />44 . <br />.4.. <br />/ <br />/ <br />/ <br />/ <br />I <br />I <br />I <br />1 1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />5326- <br />• <br />• <br />\ <br />1 <br />N <br />0 <br />532 <br />LOT 5 <br />EXISTING <br />STORM SEWER <br />4. <br />• <br />I <br />4 <br />• <br />71 <br />• <br />11 <br />7.5' — <br />15' DRAINAGE <br />EASEMENT <br />roe— Z51 <br />LOT 6 <br />I CAR WASH <br />/ BY OTHERS <br />H e <br />Q <br />It <br />FIRE HYDRANT <br />• <br />zi <br />ELEVATION F.F: = 5323.0 <br />15' UTILITY <br />EASEMENT <br />15' UTTLITY <br />EASEMENT <br />EXISTING <br />UTILITY <br />BOXES <br />5326 <br />ONUMENT SIGN— <br />(SEE SH T-429 5320 (DETAIL A -A) <br />EXISTING <br />FIRE HYDRANT <br />RELEASE <br />STRUCTURE E -E <br />( IN FEET ) <br />1 inch = 20 ft. <br />PROPOSED 6" <br />PERFORATED PIPE <br />EXISTING -- <br />STORM BOX <br />EXISTING <br />/ LIGHT POLE <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />RELEASE <br />D -D <br />• <br />• SOUTH BOULDER RD <br />• <br />• <br />• <br />• <br />MIX <br />EXISTING 24" RCP <br />0 <br />CONSULTING ENGINEERS <br />co <br />61 <br />c▪ o <br />cu 0 <br />OS <br />41 <br />N 0 <br />) -H.- g <br />P4WO <br />fm•T==41"1•4 <br />/L=21C) <br />(:)U <br />CACimm.) <br />F:'4°1=1=1 <br />rm=11 <br />WOO <br />m=4/4 <br />MASTER <br />• <br />• 1 GRADING PLAN <br />POSITION EDGE OF PRINT ON -THIS EINE - <br />n ED <br />m <br />▪ 0 <br />EiV9LO 8381AIfN A8 830803E1 <br />0 <br />NOIIVtdOdd00 <br />VINHO JI1V0 '3NIA8I <br />NOIIV80dU00 O10H NVId <br />VINEi0311VO '3NIAEI1 <br />UJ28Wf1N ONIMb'E10 <br />a28Wf1N ONIMVL10 <br />--3NI SIHLNO INIRd AO 3903 NGWSOd <br />dV4LO 8381,4fN A8 830E1038 <br />OdE00 0101-1 NVId <br />0 <br />VINHOdI1V3 '3NIA1:1I • <br />ch <br />0 <br />-n <br />838wf1N ON <br />Fn- <br />