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043 <br />1 <br />VV <br />Ilibmomme. am aim IMO OM <br />MO O <br />O I <br />ONO IMO <br />a S <br />— — <br />0 <br />OM O <br />s N <br />O C <br />O O <br />4 <br />8.9 <br />4 <br />4 <br />.4 <br />as <br />4 <br />4 4 <br />.a <br />4 <br />d <br />4 <br />Q <br />4 <br />4• <br />4 <br />d <br />4 <br />7 <br />4 <br />1 <br />1 <br />4y <br />4 <br />SEE STRUCTURAL AND ARCHITECTURAL <br />DRAWINGS AND DETAILS FOR INFORMATION <br />ON DOCK STAIRS <br />it <br />4 4 <br />4 <br />4 <br />4 <br />44 <br />4 <br />4 <br />4 <br />4 <br />a <br />4 4 <br />4 d <br />a <br />4 <br />4 <br />4 <br />d <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />a <br />4 <br />44 <br />43 <br />4 <br />4 <br />4 <br />Q <br />4 <br />4 <br />4 4 <br />4 <br />4 <br />4 <br />4 <br />414 <br />POINT OF BEGINNING <br />4 <br />MI O <br />rn� <br />'11'1 <br />4 <br />4 <br />a <br />4 <br />4 <br />4 <br />4 <br />4 <br />8 <br />11 1 <br />111 <br />Ili <br />111 <br />ii <br />ii I <br />11 1 <br />4 <br />a <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4 4 . <br />• <br />4 <br />44 <br />1,19107 <br />• <br />• <br />f. <br />SEE STRUCTURAL DRAWINGS FOR DETAILS-<,... <br />AND INFORMATION ON SIDEWALK SLAB <br />UNDER CARRIER CANOPY <br />• <br />ii <br />111 <br />11 1 <br />X <br />01 <br />1 <br />LJ <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />4 <br />NOTES: <br />1. CONTRACTOR TO SUBMIT CONCRETE JOINT PATTERN FOR <br />APPROVAL BY CONTRACTING OFFICER'S REPRESENTATIVE. <br />SEE DETAILS NO. 11,12,14,16 AND 18 ON DRAWING <br />C8.01 <br />2. CONCRETE JOINTS ALONG ACCESSIBLE ROUTE SHALL <br />BE LESS THAN 1/2" IN WIDTH AND NOT EXCEED <br />1/4" IN DIFFERENTIAL VERTICAL HEIGHT BETWEEN <br />ADJACENT SECTIONS OF CONCRETE. <br />3. ALL ON SITE CURBS SHALL BE ROLL TYPE PER <br />SPECIFICATIONS EXCEPT CURBS ADJACENT TO THE <br />BUILDING IN CUSTOMER PARKING AREAS AND AS <br />DESIGNATED ON PLANS. <br />4. SEE LANDSCAPE DRAWINGS FOR DETAILS ON COBBLE <br />STONED AREAS. <br />5. SEE GEOMETRIC CONTROL PLAN DRAWING C1.04 FOR CURB <br />CURB TYPES AND LOCATIONS OF TRANSITIONS. <br />6. ANY SIDEWALK, CURB AND GUTTER THAT HAS SETTLED OR <br />IS OTHERWISE DAMAGED ADJACENT TO THE SITE SHALL BE <br />REMOVED AND REPLACED BY THE CONTRACTOR, AT THE <br />OWNER'S EXPENSE, AS DIRECTED BY THE CITY AND THE <br />CONTRACTING OFFICER. <br />7. HANDICAP RAMP CENTER SECTION TO BE COLORED AND <br />TEXTURED CONCRETE PER CITY OF LOUISVILLE STANDARD. <br />NORTH <br />0 20 40 100 FEET <br />PAVING PLAN <br />SCALE: AS SHOWN <br />.1 <br />, <br />, <br />, <br />, <br />/ <br />' <br />1 <br />1 <br />J <br />/ <br />LEGE\ D <br />et EXISTING DECIDUOUS TREE <br />CAN■ EXISTING CABLE TV BOX <br />ELEC. EXISTING ELECTRICAL BOX <br />TELE■ TELEPHONE BOX <br />-Fo°- EXISTING FO WARNING SIGN <br />-•-0 NEW LIGHT POLE <br />QQ EXISTING DRAINAGE MANHOLE <br />QS EXISTING SANITARY MANHOLE <br />. NEW WATER METER <br />MN <br />pQ EXISTING WATER VALVE <br />uv <br />pQ NEW WATER VALVE <br />EXISTING FIRE HYDRANT <br />NEW FIRE HYDRANT <br />al NEW STORM INLET <br />FENCE <br />NEW SIDEWALK <br />NEW CONCRETE PAVEMENT <br />NEW ASPHALT <br />NEW <br />COBBLE STONE <br />- --jam- NEW CURB AND GUTTER <br />,�i Y ,I -'' HANDICAP CURB RAMP <br />COLORED RAMP AREA <br />(SEE NOTE 7) <br />0 <br />• M <br />al <br />do <br />o <br />O <br />z <br />m <br />� Q <br />0' <br />rn <br />t � <br />0' <br />z X <br />0 <br />0 <br />V <br />0 <br />V. WEGHER <br />DRAWN BY: <br />21 <br />O i► <br />0 <br />W <br />0 <br />W <br />0 <br />ANDERSEN <br />0 <br />2 <br />3 <br />m U <br />SUBMITTED BY: <br />APPROVED BY: <br />111,1411111111: :III <br />pprioi�l� <br />{111llllW:4,ll11N <br />A1.14 <br />1.11111M <br />PAVING PLAN <br />0) <br />01 <br />Scale: AS NOTED <br />FEBRUARY 8, 1999 <br />ISSUE DATE: <br />USPS File Number: <br />IPB <br />cn <br />id <br />� <br />c <br />▪ 0) <br />-13• D <br />• Z <br />40 <br />0 <br />• m• w <br />-D <br />mm <br />811 <br />1w2 <br />z <br />0) <br />0 <br />I/z <br />t <br />1n <br />CalCnz <br />z <br />0 <br />17 <br />m <br />z <br />0) <br />0 <br />10 <br />- 0' <br />oml3 <br />z <br />m <br />0 <br />22 --I <br />••1 Z I <br />o c <br />01 <br />V! <br />O9 • <br />I01 <br />F.:1) <br />W I <br />1:138VVf1N ONMMVHO <br />1:138UV(lN ON1MV IO <br />1:138V11f N ON1MVdO <br />anti() ism upTAI allinsrno' <br />