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Home My WebLink AboutC2.1 Site Plan1._ w J v V) 0 a- P�y/H�-+,//AyySyy��E II PH ,ASE X !Y CONSTRUCTION 5.-qACOS PHASE I CONSTRUCTION ,.3 U R)`: `?6 SETACK L?NE PHASE I CONSTRUCTION NO �r v rr r rte r J k .rr �r r y /err r r fr IT 1 Jr JO,' 900 r r- 20• EX. SAN. EASEMENT ADLS LIMITS occ 3.0:800 f t ^tom 1..D EASE /A ,'SET EX. 'Y {rAT''R 5 ENT PHASE I CONSTRUCTION N 0 0 -Zr i _i_ l 1 -_-4`_ 3.. a. �..�..i� l� —5_ l _.3 _i_ 5R 451 RAMP (LOWE' S WAY) L 0\5 O p 'I PHASE I CONSTRUCTION -6 PUNSTER ENCLOSURE See Architectural plans for details a I I i 5' CONCRETE SIDEWALK r 5' CONCRETE SIDEWALK I I .r E CH rX S TING JA 7 30+900 ,j EXISITNG TRAFFIC SIGNAL rr II �l II II 0 SCALE: 1"=40' SITE NOTES 40' 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 80' 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. 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. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL 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 WHERE 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 INDICATED 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. CHAMFER ENDS OF ALL CURBS. '14. SEE ARCHITECTURAL PLANS FOR BUILDING 15. tLL SIDEWALKS SHALL COMPLY WITH A.D.A. '4 "/FT. MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL PAVEMENT TO JOIN EXISTING. DIMENSIONS. STANDARDS, MAX. CROSS SLOPE OF AREAS WHERE INDICATED NEW 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 4 z a C� o° a J r. J W I— d 5 z c1) co W I I CC a Z W ENE M g 7 a a z CERTI Qo x c� U crg tI: O Z h� (~4 Apo O E Z Z z x lt4 eh rn 0 0 z U I 0 W 12A LI u .0 r e 4 Q 4tt Z a J a. W H N co Z us Vats Z I a; S cc CD W 4 z 4 a DATE: DRAWN BY: CHK'D BY: JOB NO. TAC Q GENERAL 12/05/03 WJT KMB REVISIONS 1N2003.0744 02/17/04 05/2G/04 IN2003.0744.073.C2I.S P LEGEND PARKING ANALYSIS EXISTING 240 SEATS PER RESTAURANT 20 EMPLOYEES PER RESTAURANT PROPOSED SITE REQUIRED PARKING RATIOS: 1 SPACE PER 2.5 SEATS 1 SPACE PER 1 EMPLOYEE 96 SPACES 20 SPACES TOTAL PER RESTAURANT 116 SPACES SITE LEGEND -_.1-7= CURB GUTTER EASEMENT 526 14 540 PROPERTY LINE LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT Ivy V r .w 44 CONCRETE 0 CURB GUTTER TYPE "II" CURB GUTTER TYPE "III" 0 COMBINED CURB WALK HANDICAP RAMP TYPE "K" HANDICAP RAMP 'TYPE "H" O HANDICAP RAMP TYPE "B" 0 HANDICAP RAMP TYPE "C" O HANDICAP PARKING SIGN I& HANDICAP ACCESSIBLE PARKING SPACE B.S.L. m an am ni BUILDING SETBACK LINE PHASE I LIMITS ADLS 1._ w J v V) 0 a- P�y/H�-+,//AyySyy��E II PH ,ASE X !Y CONSTRUCTION 5.-qACOS PHASE I CONSTRUCTION ,.3 U R)`: `?6 SETACK L?NE PHASE I CONSTRUCTION NO �r v rr r rte r J k .rr �r r y /err r r fr IT 1 Jr JO,' 900 r r- 20• EX. SAN. EASEMENT ADLS LIMITS occ 3.0:800 f t ^tom 1..D EASE /A ,'SET EX. 'Y {rAT''R 5 ENT PHASE I CONSTRUCTION N 0 0 -Zr i _i_ l 1 -_-4`_ 3.. a. �..�..i� l� —5_ l _.3 _i_ 5R 451 RAMP (LOWE' S WAY) L 0\5 O p 'I PHASE I CONSTRUCTION -6 PUNSTER ENCLOSURE See Architectural plans for details a I I i 5' CONCRETE SIDEWALK r 5' CONCRETE SIDEWALK I I .r E CH rX S TING JA 7 30+900 ,j EXISITNG TRAFFIC SIGNAL rr II �l II II 0 SCALE: 1"=40' SITE NOTES 40' 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 80' 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. 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. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL 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 WHERE 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 INDICATED 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. CHAMFER ENDS OF ALL CURBS. '14. SEE ARCHITECTURAL PLANS FOR BUILDING 15. tLL SIDEWALKS SHALL COMPLY WITH A.D.A. '4 "/FT. MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL PAVEMENT TO JOIN EXISTING. DIMENSIONS. STANDARDS, MAX. CROSS SLOPE OF AREAS WHERE INDICATED NEW 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 4 z a C� o° a J r. J W I— d 5 z c1) co W I I CC a Z W ENE M g 7 a a z CERTI Qo x c� U crg tI: O Z h� (~4 Apo O E Z Z z x lt4 eh rn 0 0 z U I 0 W 12A LI u .0 r e 4 Q 4tt Z a J a. W H N co Z us Vats Z I a; S cc CD W 4 z 4 a DATE: DRAWN BY: CHK'D BY: JOB NO. TAC Q GENERAL 12/05/03 WJT KMB REVISIONS 1N2003.0744 02/17/04 05/2G/04 IN2003.0744.073.C2I.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 1._ w J v V) 0 a- P�y/H�-+,//AyySyy��E II PH ,ASE X !Y CONSTRUCTION 5.-qACOS PHASE I CONSTRUCTION ,.3 U R)`: `?6 SETACK L?NE PHASE I CONSTRUCTION NO �r v rr r rte r J k .rr �r r y /err r r fr IT 1 Jr JO,' 900 r r- 20• EX. SAN. EASEMENT ADLS LIMITS occ 3.0:800 f t ^tom 1..D EASE /A ,'SET EX. 'Y {rAT''R 5 ENT PHASE I CONSTRUCTION N 0 0 -Zr i _i_ l 1 -_-4`_ 3.. a. �..�..i� l� —5_ l _.3 _i_ 5R 451 RAMP (LOWE' S WAY) L 0\5 O p 'I PHASE I CONSTRUCTION -6 PUNSTER ENCLOSURE See Architectural plans for details a I I i 5' CONCRETE SIDEWALK r 5' CONCRETE SIDEWALK I I .r E CH rX S TING JA 7 30+900 ,j EXISITNG TRAFFIC SIGNAL rr II �l II II 0 SCALE: 1"=40' SITE NOTES 40' 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 80' 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. 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. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL 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 WHERE 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 INDICATED 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. CHAMFER ENDS OF ALL CURBS. '14. SEE ARCHITECTURAL PLANS FOR BUILDING 15. tLL SIDEWALKS SHALL COMPLY WITH A.D.A. '4 "/FT. MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL PAVEMENT TO JOIN EXISTING. DIMENSIONS. STANDARDS, MAX. CROSS SLOPE OF AREAS WHERE INDICATED NEW 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 4 z a C� o° a J r. J W I— d 5 z c1) co W I I CC a Z W ENE M g 7 a a z CERTI Qo x c� U crg tI: O Z h� (~4 Apo O E Z Z z x lt4 eh rn 0 0 z U I 0 W 12A LI u .0 r e 4 Q 4tt Z a J a. W H N co Z us Vats Z I a; S cc CD W 4 z 4 a DATE: DRAWN BY: CHK'D BY: JOB NO. TAC Q GENERAL 12/05/03 WJT KMB REVISIONS 1N2003.0744 02/17/04 05/2G/04 IN2003.0744.073.C2I.S P