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Home My WebLink AboutC2.1 Site PlanLEGEND PARKING ANALYSIS E X1 STING USER INFORMATION (ESTIMATED) PROPOSED SITE CURB GU I TEP REQUIRED PARKING RATIOS: SITE LEGEND 1 SPACE PER 2.5 SEATS 1 SPACE PER 1 EMPLOYEE TOTAL PER RESTAURANT 116 SPACES DEVELOPMENT TOTAL REQUIRED 464 SPACES STANDARD PARKING (9x20) HANDICAP PARKING PROVIDED INCLUDES 8 VAN ACCESSIBLE TOTAL PROPOSED PARKING 526 14 540 LIGHT DUTY PAVEMENT PROPERTY LINE HEAVY DUTY PAVEMENT CONCRETE 0 CURB GUTTER TYPE 'II" 0 CURB GUTTER TYPE 'III" COMBINED CURB WALK 0 HANDICAP RAMP TYPE "K" 0 a HANDICAP RAMP TYPE "H" HANDICAP RAMP TYPE "B" 0 HANDICAP RAMP TYPE "C" HANDICAP PARKING SIGN 6 HANDICAP ACCESSIBLE PARKING SPACE B.S.L. BUILDING SETBACK LINE 0 7 0 0 0) z DLS LIMITS i v a $uxa.:'wA i aCfi dG� 7 ADLS LIMITS 52:2 _12 5R 431 RAMP CLOWE S WAY) gc\ �ti BENZ 0 3 2_ 0 111 III it1 III 11 I! II .I. 11 11 1,1 111 I� 1 1 II 1 I.1 1 1 1 1 �1 EXISTTNG TRAFFIC SIGNAL r 0 SCALE: 40' 80 SITE NOTES 1. ALL. WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AIS`ES SHALL BE 4" PAINTED (BLUE). 1 ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL. DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STIRT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM AC irUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WH= :RE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICA ILD TO JOIN EXISTING ASPHALT. 11. ALL. UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. MFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15, ,ALL SIDEWALKS SHALL COMPLY WITH A.D.R. STANDARDS, MAX. CROSS SLOPE OF r"4 MAX. SLOPE OF 1:20. 16. EXI'S i iNG PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PA` :MENT TO JOIN EXISTING. ALL RADII TO BE 5 UNLESS NOTED OTHERWISE CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND 6 C.) C: W Q z w M W O w LLJ ce Li El LIU a te M o z a Zh am?, Z r 4 (.1" t 1 0..1 E-i v 1 Lin Ni- fz `a 1 e V 4; 1 0 4 .y J Z w0 H 1 d n u Ore S .-r r .L I IN Z u T e ms' ac z 0 z 4e4 M-4 1:4 bd) 4t CEZ 12/05/03 sVJ B IN200.3.0744 I N2003.0744.073.0 21. S P PARKING ANALYSIS USER INFORMATION (ESTIMATED) 240 SEATS PER RESTAURANT 20 EMPLOYEES PER RESTAURANT REQUIRED PARKING RATIOS: 1 SPACE PER 2.5 SEATS 1 SPACE PER 1 EMPLOYEE 96 SPACES 20 SPACES TOTAL PER RESTAURANT 116 SPACES DEVELOPMENT TOTAL REQUIRED 464 SPACES STANDARD PARKING (9x20) HANDICAP PARKING PROVIDED INCLUDES 8 VAN ACCESSIBLE TOTAL PROPOSED PARKING 526 14 540 0 7 0 0 0) z DLS LIMITS i v a $uxa.:'wA i aCfi dG� 7 ADLS LIMITS 52:2 _12 5R 431 RAMP CLOWE S WAY) gc\ �ti BENZ 0 3 2_ 0 111 III it1 III 11 I! II .I. 11 11 1,1 111 I� 1 1 II 1 I.1 1 1 1 1 �1 EXISTTNG TRAFFIC SIGNAL r 0 SCALE: 40' 80 SITE NOTES 1. ALL. WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AIS`ES SHALL BE 4" PAINTED (BLUE). 1 ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL. DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STIRT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM AC irUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WH= :RE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICA ILD TO JOIN EXISTING ASPHALT. 11. ALL. UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. MFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15, ,ALL SIDEWALKS SHALL COMPLY WITH A.D.R. STANDARDS, MAX. CROSS SLOPE OF r"4 MAX. SLOPE OF 1:20. 16. EXI'S i iNG PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PA` :MENT TO JOIN EXISTING. ALL RADII TO BE 5 UNLESS NOTED OTHERWISE CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND 6 C.) C: W Q z w M W O w LLJ ce Li El LIU a te M o z a Zh am?, Z r 4 (.1" t 1 0..1 E-i v 1 Lin Ni- fz `a 1 e V 4; 1 0 4 .y J Z w0 H 1 d n u Ore S .-r r .L I IN Z u T e ms' ac z 0 z 4e4 M-4 1:4 bd) 4t CEZ 12/05/03 sVJ B IN200.3.0744 I N2003.0744.073.0 21. S P