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1 1 1 <br />e-va <br />VJ <br />/ <br />/ <br />,/ <br />/ <br />/ <br />1 <br />1 <br />0 <br />(VV1L . <br />r----------- r.----- - ------------• <br />IMP <br />ENy <br />• <br />• <br />i <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />11111111- YEN, <br />C <br />♦•� <br />• <br />• <br />♦ <br />•♦ <br />♦ <br />• <br />• <br />• <br />- r - <br />U <br />J <br />60.42 <br />6 .4 <br />62. <br />6 <br />0 <br />1111111011100. <br />} <br />rn <br />SIDEWALK CH SE <br />60.42! ♦\ <br />60.42 <br />60.42 <br />. <br />. <br />• <br />• <br />• <br />• <br />• <br />• <br />59.83 <br />#59.83 <br />r�L <br />/ <br />/ <br />/ <br />/ <br />1 <br />1 <br />/ <br />1 <br />1 <br />= <br />cr. <br />RETAINING WALL <br />} <br />15?. 3 <br />59_ 1 - <br />60.41 <br />:58.18 6/.5 <br />57.66 57.0 <br />57.98 <br />1 1- <br />1 <br />1 <br />I(I <br />6.26 <br />6.31 <br />• <br />• 01. <br />i <br />11 , <br />FINISHED FLOOR ELEV. = 5460.50 <br />GB 57.68 <br />El uf; <br />J 57.06 <br />60.42 <br />in <br />B <br />• <br />i i 1 <br />�'- % / 1 <br />/ 1 <br />/ / 1 <br />,•''•; i <br />i a I' <br />' 1 • / 1 • ' <br />1 1 1 1 <br />1 1 1 1 <br />1 1 1 1 <br />1 1 t 1 <br />l 1 1 OF 8EtINNN�CI, <br />11 <br />4 1 1 <br />1- _.� L t <br />.1 <br />.14.1 1 1 1 <br />1.-. L <br />1 , <br />• <br />ii <br />ii <br />ii <br />ii <br />ii <br />ii -ii <br />ii <br />ii <br />ii <br />RETAIN' <br />60.48 <br />Z_\_3fi0.00 <br />\ 60.26 <br />ENI <br />co I co <br />0 <br />0 <br />59.55 <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />1 1 <br />11 <br />1 1 <br />1 1 <br />1 11 <br />SIDEWALK CHASE <br />59.94 <br />ii <br />0 <br />60I <br />♦ 59.73 <br />59.55 <br />"kll <br />42 <br />60.00 <br />60.48 <br />4- 4- <br />59.73 <br />6039' <br />• <br />• <br />• <br />• <br />59 <br />---------- <br />1 <br />1 <br />• <br />• <br />59 <br />N <br />• <br />• <br />�j <br />r�. <br />_67 <br />------------- <br />° I <br />60.26 <br />111 <br />ii! <br />• <br />ARCH ARCHITECTURAL <br />B.C.R BEGINNING CURB RETURN <br />BLD BUILDING <br />B.O.F. BOTTOM OF FOOTING <br />BOT. BOTTOM <br />C TO C CENTER TO CENTER <br />C.I. CURB INLET <br />CIR CIRCULAR <br />CL CENTER LINE <br />CONC. CONCRETE <br />COR CORNER <br />Cu COPPER <br />CU. YD. CUBIC YARD <br />DIAMETER <br />DWGS. DRAWINGS <br />EAST <br />E.C.R END CURB RETURN <br />ELEV. ELEVATION <br />E0 EDGE OF <br />E.W. EACH WAY <br />EXIST. EXISTING <br />F.F. FINISHED FLOOR <br />FL. FLOW LINE <br />\\\\\V <br />0 <br />20 <br />NORTH <br />SCALE: AS SHOWN <br />40 <br />GRADING PLAN <br />SCALE: AS SHOWN <br />FT. <br />GAL <br />HC <br />HDPE <br />HP <br />IN <br />INV. <br />LF. <br />LP <br />MAX. <br />ME <br />MH <br />M.J. <br />MIL. <br />MIN. <br />NO. <br />NTS <br />0.D. <br />FEET <br />GALLON <br />HANDICAP RAMP <br />HIGH DENSITY POLYETHYLENE <br />HIGH POINT <br />INLET <br />INVERT <br />LENGTH <br />POUND <br />LINEAR FEET <br />LOW POINT <br />MAXIMUM <br />MATCH EXISTING <br />MANHOLE <br />MECHANICAL JOINT <br />MILLI -INCH <br />MINIMUM <br />NORTH <br />NUMBER <br />NOT TO SCALE <br />ON CENTER <br />OUTSIDE DIAMETER <br />100 FEET <br />PE POLYETHYLENE <br />PSI POUNDS PER SQUARE INCH <br />PVC POLYVINYL -CHLORIDE <br />RADIUS <br />R.0 ROLL CURB (CATCH) <br />RCP REINFORCED CONCRETE PIPE <br />R.S ROLL CURB (SPILL) <br />SOUTH <br />SAN SANITARY <br />SB.0 STRAIGHT BACK CURB (CATCH) <br />SB.S STRAIGHT BACK CURB (SPILL) <br />SOR SIZE DIMENSION RATIO <br />SO SQUARE <br />SQ. FT. SQUARE FEET <br />STR STRAIGHT <br />THICKNESS <br />T&B TOP AND BOTTOM <br />TBC <br />T.C. <br />TRN <br />TYP <br />TOP BACK CURB <br />TOP OF CURB <br />TOP OF WALL <br />TOP OF FOOTING <br />TRANSITION <br />TYPICAL <br />WEST <br />DELTA- INCLUDED ANGLE <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />SILT FEI)10E <br />HAY BALES <br />(TWO ROWS) <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />11. <br />1 <br />/2. SEE DRAWING C0.01 AND C0.02 FOR BENCHMARK AND <br />COORDINATE INFORMATION. <br />LEGEND <br />CATV • <br />EXISTING <br />EXISTING <br />EXISTING <br />EXISTING <br />DECIDUOUS TREE <br />CABLE TV BOX <br />ELECTRICAL BOX <br />SIGN <br />TELE • TELEPHONE BOX <br />0-0 NEW LIGHT POLE <br />.0( EXISTING STREET LIGHT <br />E] EXISTING TRANSFORMER <br />CD EXISTING FIBER OPTIC VAULT <br />EXISTING FO WARNING SIGN <br />0 EXISTING WATER MANHOLE <br />C) EXISTING DRAINAGE MANHOLE <br />0 EXISTING SANITARY MANHOLE <br />44t NEW WATER METER <br />pi EXISTING WATER VALVE <br />NEW WATER VALVE <br />EXISTING FIRE HYDRANT <br />NEW FIRE HYDRANT <br />EXISTING STORM DRAIN LINE <br />Di NEW STORM INLET <br />El EROSION CONTROL HAY BALE <br />DRAINAGE DIRECTION <br />+ 55.78 SPOT ELEVATION <br />EXISTING PROPERTY LINE <br />EXISTING EASEMENT <br />- 5810 - NEW CONTOUR <br />EROSION CONTROL SILT FENCE <br />NEW CURB AND GUTTER <br />NEW CONTOURS AND SPOT ELEVATIONS SHOW FINISHED GRADE <br />AT SURFACE FOR ALL SURFACE TYPES. <br />3. SEE DRAWINGS C1.04 AND C1.05 FOR GEOMETRIC CONTROL <br />INFORMATION. <br />4. FOR ADDITIONAL SPOT ELEVATIONS SEE ARCHITECTURAL <br />AND STRUCTURAL DRAWINGS. <br />5. FOR STORM SEWER PLAN AND PROFILE INFORMATION SEE <br />DRAWING C1.06. <br />6. ALL CONCRETE SURFACE ELEVATIONS ADJACENT TO BUILDING <br />TO BE 60.48 UNLESS NOTED OTHERWISE. <br />7. COORDINATE AND ADJUST ELEVATIONS DURING CONSTRUCTION <br />TO ENSURE SMOOTH TRANSITIONS AND TO PROVIDE <br />PROTECTION FROM STORM WATER ENTERING SITE FROM <br />ADJACENT STREETS AT CONSTRUCTION LIMITS INTERFACE POINTS. <br />8. HAY BALES TO REMAIN UNTIL EXISTING OUTLET CULVERT HAS <br />BEEN REMOVED AND NEW STORM PIPE IS INSTALLED. <br />9. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN <br />ACCORDANCE WITH THE CITY OF LOUISVILLE DESIGN AND <br />CONSTRUCTION STANDARDS, LATEST EDITION. <br />10. THE CONTRACTOR SHALL HAVE A COPY OF THE LOUISVILLE <br />DESIGN AND CONSTRUCTION STANDARDS AND A COMPLETE SET OF <br />APPROVED DRAWINGS ON SITE AT ALL TIMES. FAILURE TO COMPLY <br />WITH THIS SHALL RESULT IN SUSPENSION OF WORK UNTIL THIS <br />PROVISION IS MET. <br />CALL UNCC <br />TWO WORKING DAYS <br />BEFORE YOU DIG <br />1-800-922-1987 <br />534-6700 METRO DENVER AREA <br />uTiuTY NOTIFICATION CENTER OF COLORADO <br />.- <br />0 <br />12 <br />cr. le <br />CT la <br />01 <br />rud <br />V. WEGHER <br />DRAWN BY: <br />4.1 <br />CHECKED BY: <br />42 IN <br />C. BALLARD <br />APPROVED BY: <br />FEBRUARY 8, <br />ISSUE DATE: <br />0 "hi <br />a_ <br />tu <br />(7) E <br />1111111111111111111 <br />1111111111114111i 1 <br />q 111111111111111111 <br />Scale: AS NOTED <br />00 <br />00-11 <br />33 <br />H <br />CO CI) <br />33 <br />IT <br />culiK <br />CII <br />0 <br />33 33 <br />F73131 51 <br />03 <br />33 <br />co <br />m CD <br />o <br />m 33 <br />.42 <br />33-13 <br />co 2 <br />cn <br />USPS File Number: <br />Fr a <br />5.71 <br />1.1 <br />I <br />• <br />co <br />• <br />01 <br />(14 <br />Omit <br />a38wfiN ONIMVH <br />d391NfN ONIMVdC <br />Frr <br />CA <br />