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Home My WebLink AboutC2.1 Proposed Site Plan pg. 01■•J MIN IIIIMM111111111111111111 PROPOSED BOLDING PROPOSED KNOX box LOCATION GAS METER PROPOSED TRANSFORM PROPO5ED GENERATOR YELLOW PAINT 4.8 5TRIPIN6 TITLE: PROPOSED SITE PLAN D 0 C 0 CrAd --Q =mum ifiWgrw, L, L_ lei L. l SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 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. 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 START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 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, 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 SUP..2UERS�ETE&.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. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY 8 ACKFILLED WITH GRANULAR MATERIAL. 15' NON- EXCLUSIVE UTLITY EASEMENT TREE AREA (CONTRACTOR TO VERIFY W/ ENGINEER FOR TREES TO PRESERVE) 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 DIMENSIONS. 15. e4LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF I4 /FT. MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. NOTE; ALL RADII ARE 5' UNLESS NOTED OTHERWISE. LOT COVERAGE TABLE A.) PARCEL COVERAGE PAVEMENT 3.93 Ac. 0.43 0.65 TOTAL AREA 9.07 Ac. EDGE OF ASPHALT B.) FLOOR AREA RATIO (FAR) GROSS FLOOR AREA 73,675 S.F. 0.19 0.70 TOTAL AREA 9.07 Ac. b o ormf EDGE OF ASPHALT EDGE OF ASPHALT NOTE: NO CURB ALONG H.C. PARKING STALLS. (SEE DETAIL ON SHEET C3.1) i 45' BUILDING SETBACK FRONTAGE ROAD 0 ■..■ii ■•u ■■.1111 u ■M•■= 1 1 J 0 0 15' LANDSCAPE SETBACK c x x x s. --Y ---'S US #31 NORTHBOUND US #31 SOUTHBOUND (APSHALT PAVEMENT) EXISTING TELEPHONE LINE SHALL BE RELOCATED OR REPLACED AT A SUFFICIENT DEPTH TO ACCOMMODATE PROPOSED GRADES. PROPOSED 15' UTILITY EASEMENT PROPOSED 15' LANDSCAPE STRIP EDGE OF ASPHALT 0 SYN P PLATTED BEARING Ally DIMENSION D DEED BEARING AAb DIWNSION L.R. LOCAL SERVICE ROAD WATER VAL if EXISTING FREHYDRiANT TEI PHOhEPEDESTAL SIGN GAS VALVE GAS Lit MARKER GUY ANCHOR BOL LEGEND UGT GRASS GAS XEROX GAS LINES WIR UAOUAV WRIER LINES UGT= UNIRGROUM 1EIEPMLINES OINO ()MEAD UIUTYLIhES ROW =RIGHT OF WAY QNTERUAEC RIGHT-OF-WAY C CALCULATED BEARING AND DIMENSION 11 MEASURED BEAM AM) DIMENSION EDGE OF AS HA1 l EDGE OF ASPHALT I II f C O I W UN I CA 1 I O V S MA M I O I! E ELECTRIC MANHOLE RIGHT-OF-WAY MARE? FUND ObfRHEADWlLITYPOLE SIRIfY MONUMENT FOUND(ASNOTED) SECTION CARVER MONUMENT (AS NOTED) 8 8 8 0 EPA r) HEAVY DUTY PAVEMENT CONCRETE NOTE: ALL PAVEMENT IS LIGHT DUTY UNLESS NOTED OTHERWISE. r GO'R. UGT SITE LEGEND 0 O 0 MILL AND RESURFACE PAVEMENT RIGHT -OF -WAY PAVEMENT SCALE: 1 =40' /4 04 CONCRETE DUII P5TER PAD (5EE DETAIL) TREE AREA (CONTRACTOR TO VERIFY W/ ENGINEER FOR TREES TO PRESERVE) 0' 40' Sari 1 T.C. 864.50 NE MC Inv. 856.86 E 8' PVC Inv. 856.53 SE 6' PVC Inv. 856.86 W 6' PVC 857.28 6" EXTRUDED CURB COMBINED CURB WALK HANDICAP RAMP HANDICAP PARKING SIGN CONCRETE WHEEL STOP CONCRETE SIDEWALK STOP SIGN CONCRETE CURB TURNOUT HANDICAP ACCESSIBLE PARKING SPACE i 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 80' J 0_ 0 1-4 174 z j -t4 riLl 04 u Z U DRAWING NO. 8 L J Z z O ac Q cc z 0 w w SHEET C2.1 I N2004.0387.071,PLAN.DWG OF 0 PARKING ANALYSIS TOTAL S.F. 88,878 S.F. REQUIRED RATIO 25,700 S.F. MEDICAL (1/250)= 356 OFFICE (1/300) 297 STANDARD PARKING (9'x20 370 HANDICAP PARKING PROVIDED 8 INCLUDES 1 VAN ACCESSIBLE TOTAL PROPOSED PARKING 378 ■•J MIN IIIIMM111111111111111111 PROPOSED BOLDING PROPOSED KNOX box LOCATION GAS METER PROPOSED TRANSFORM PROPO5ED GENERATOR YELLOW PAINT 4.8 5TRIPIN6 TITLE: PROPOSED SITE PLAN D 0 C 0 CrAd --Q =mum ifiWgrw, L, L_ lei L. l SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 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. 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 START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 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, 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 SUP..2UERS�ETE&.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. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY 8 ACKFILLED WITH GRANULAR MATERIAL. 15' NON- EXCLUSIVE UTLITY EASEMENT TREE AREA (CONTRACTOR TO VERIFY W/ ENGINEER FOR TREES TO PRESERVE) 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 DIMENSIONS. 15. e4LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF I4 /FT. MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. NOTE; ALL RADII ARE 5' UNLESS NOTED OTHERWISE. LOT COVERAGE TABLE A.) PARCEL COVERAGE PAVEMENT 3.93 Ac. 0.43 0.65 TOTAL AREA 9.07 Ac. EDGE OF ASPHALT B.) FLOOR AREA RATIO (FAR) GROSS FLOOR AREA 73,675 S.F. 0.19 0.70 TOTAL AREA 9.07 Ac. b o ormf EDGE OF ASPHALT EDGE OF ASPHALT NOTE: NO CURB ALONG H.C. PARKING STALLS. (SEE DETAIL ON SHEET C3.1) i 45' BUILDING SETBACK FRONTAGE ROAD 0 ■..■ii ■•u ■■.1111 u ■M•■= 1 1 J 0 0 15' LANDSCAPE SETBACK c x x x s. --Y ---'S US #31 NORTHBOUND US #31 SOUTHBOUND (APSHALT PAVEMENT) EXISTING TELEPHONE LINE SHALL BE RELOCATED OR REPLACED AT A SUFFICIENT DEPTH TO ACCOMMODATE PROPOSED GRADES. PROPOSED 15' UTILITY EASEMENT PROPOSED 15' LANDSCAPE STRIP EDGE OF ASPHALT 0 SYN P PLATTED BEARING Ally DIMENSION D DEED BEARING AAb DIWNSION L.R. LOCAL SERVICE ROAD WATER VAL if EXISTING FREHYDRiANT TEI PHOhEPEDESTAL SIGN GAS VALVE GAS Lit MARKER GUY ANCHOR BOL LEGEND UGT GRASS GAS XEROX GAS LINES WIR UAOUAV WRIER LINES UGT= UNIRGROUM 1EIEPMLINES OINO ()MEAD UIUTYLIhES ROW =RIGHT OF WAY QNTERUAEC RIGHT-OF-WAY C CALCULATED BEARING AND DIMENSION 11 MEASURED BEAM AM) DIMENSION EDGE OF AS HA1 l EDGE OF ASPHALT I II f C O I W UN I CA 1 I O V S MA M I O I! E ELECTRIC MANHOLE RIGHT-OF-WAY MARE? FUND ObfRHEADWlLITYPOLE SIRIfY MONUMENT FOUND(ASNOTED) SECTION CARVER MONUMENT (AS NOTED) 8 8 8 0 EPA r) HEAVY DUTY PAVEMENT CONCRETE NOTE: ALL PAVEMENT IS LIGHT DUTY UNLESS NOTED OTHERWISE. r GO'R. UGT SITE LEGEND 0 O 0 MILL AND RESURFACE PAVEMENT RIGHT -OF -WAY PAVEMENT SCALE: 1 =40' /4 04 CONCRETE DUII P5TER PAD (5EE DETAIL) TREE AREA (CONTRACTOR TO VERIFY W/ ENGINEER FOR TREES TO PRESERVE) 0' 40' Sari 1 T.C. 864.50 NE MC Inv. 856.86 E 8' PVC Inv. 856.53 SE 6' PVC Inv. 856.86 W 6' PVC 857.28 6" EXTRUDED CURB COMBINED CURB WALK HANDICAP RAMP HANDICAP PARKING SIGN CONCRETE WHEEL STOP CONCRETE SIDEWALK STOP SIGN CONCRETE CURB TURNOUT HANDICAP ACCESSIBLE PARKING SPACE i 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 80' J 0_ 0 1-4 174 z j -t4 riLl 04 u Z U DRAWING NO. 8 L J Z z O ac Q cc z 0 w w SHEET C2.1 I N2004.0387.071,PLAN.DWG OF 0 GREENSPACE SUMMARY GREENSPACE RATIO 15% GREENSPACE REQUIRED 25,700 S.F. GREENSPACE PROVIDED 27,442 S.F. z 0 1— c,_ EE cn W 0 ■•J MIN IIIIMM111111111111111111 PROPOSED BOLDING PROPOSED KNOX box LOCATION GAS METER PROPOSED TRANSFORM PROPO5ED GENERATOR YELLOW PAINT 4.8 5TRIPIN6 TITLE: PROPOSED SITE PLAN D 0 C 0 CrAd --Q =mum ifiWgrw, L, L_ lei L. l SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 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. 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 START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 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, 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 SUP..2UERS�ETE&.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. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY 8 ACKFILLED WITH GRANULAR MATERIAL. 15' NON- EXCLUSIVE UTLITY EASEMENT TREE AREA (CONTRACTOR TO VERIFY W/ ENGINEER FOR TREES TO PRESERVE) 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 DIMENSIONS. 15. e4LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF I4 /FT. MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. NOTE; ALL RADII ARE 5' UNLESS NOTED OTHERWISE. LOT COVERAGE TABLE A.) PARCEL COVERAGE PAVEMENT 3.93 Ac. 0.43 0.65 TOTAL AREA 9.07 Ac. EDGE OF ASPHALT B.) FLOOR AREA RATIO (FAR) GROSS FLOOR AREA 73,675 S.F. 0.19 0.70 TOTAL AREA 9.07 Ac. b o ormf EDGE OF ASPHALT EDGE OF ASPHALT NOTE: NO CURB ALONG H.C. PARKING STALLS. (SEE DETAIL ON SHEET C3.1) i 45' BUILDING SETBACK FRONTAGE ROAD 0 ■..■ii ■•u ■■.1111 u ■M•■= 1 1 J 0 0 15' LANDSCAPE SETBACK c x x x s. --Y ---'S US #31 NORTHBOUND US #31 SOUTHBOUND (APSHALT PAVEMENT) EXISTING TELEPHONE LINE SHALL BE RELOCATED OR REPLACED AT A SUFFICIENT DEPTH TO ACCOMMODATE PROPOSED GRADES. PROPOSED 15' UTILITY EASEMENT PROPOSED 15' LANDSCAPE STRIP EDGE OF ASPHALT 0 SYN P PLATTED BEARING Ally DIMENSION D DEED BEARING AAb DIWNSION L.R. LOCAL SERVICE ROAD WATER VAL if EXISTING FREHYDRiANT TEI PHOhEPEDESTAL SIGN GAS VALVE GAS Lit MARKER GUY ANCHOR BOL LEGEND UGT GRASS GAS XEROX GAS LINES WIR UAOUAV WRIER LINES UGT= UNIRGROUM 1EIEPMLINES OINO ()MEAD UIUTYLIhES ROW =RIGHT OF WAY QNTERUAEC RIGHT-OF-WAY C CALCULATED BEARING AND DIMENSION 11 MEASURED BEAM AM) DIMENSION EDGE OF AS HA1 l EDGE OF ASPHALT I II f C O I W UN I CA 1 I O V S MA M I O I! E ELECTRIC MANHOLE RIGHT-OF-WAY MARE? FUND ObfRHEADWlLITYPOLE SIRIfY MONUMENT FOUND(ASNOTED) SECTION CARVER MONUMENT (AS NOTED) 8 8 8 0 EPA r) HEAVY DUTY PAVEMENT CONCRETE NOTE: ALL PAVEMENT IS LIGHT DUTY UNLESS NOTED OTHERWISE. r GO'R. UGT SITE LEGEND 0 O 0 MILL AND RESURFACE PAVEMENT RIGHT -OF -WAY PAVEMENT SCALE: 1 =40' /4 04 CONCRETE DUII P5TER PAD (5EE DETAIL) TREE AREA (CONTRACTOR TO VERIFY W/ ENGINEER FOR TREES TO PRESERVE) 0' 40' Sari 1 T.C. 864.50 NE MC Inv. 856.86 E 8' PVC Inv. 856.53 SE 6' PVC Inv. 856.86 W 6' PVC 857.28 6" EXTRUDED CURB COMBINED CURB WALK HANDICAP RAMP HANDICAP PARKING SIGN CONCRETE WHEEL STOP CONCRETE SIDEWALK STOP SIGN CONCRETE CURB TURNOUT HANDICAP ACCESSIBLE PARKING SPACE i 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 80' J 0_ 0 1-4 174 z j -t4 riLl 04 u Z U DRAWING NO. 8 L J Z z O ac Q cc z 0 w w SHEET C2.1 I N2004.0387.071,PLAN.DWG OF 0 1 6 cc 0 LOWO< k- z M z M cc O 0 cc a- W c z 1 h J en c., U I 4„, I-- h _1 cn V 0 m 3 4. z 0 1— c,_ EE cn W 0 Lai a CI Lai ■•J MIN IIIIMM111111111111111111 PROPOSED BOLDING PROPOSED KNOX box LOCATION GAS METER PROPOSED TRANSFORM PROPO5ED GENERATOR YELLOW PAINT 4.8 5TRIPIN6 TITLE: PROPOSED SITE PLAN D 0 C 0 CrAd --Q =mum ifiWgrw, L, L_ lei L. l SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 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. 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 START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 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, 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 SUP..2UERS�ETE&.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. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY 8 ACKFILLED WITH GRANULAR MATERIAL. 15' NON- EXCLUSIVE UTLITY EASEMENT TREE AREA (CONTRACTOR TO VERIFY W/ ENGINEER FOR TREES TO PRESERVE) 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 DIMENSIONS. 15. e4LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF I4 /FT. MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. NOTE; ALL RADII ARE 5' UNLESS NOTED OTHERWISE. LOT COVERAGE TABLE A.) PARCEL COVERAGE PAVEMENT 3.93 Ac. 0.43 0.65 TOTAL AREA 9.07 Ac. EDGE OF ASPHALT B.) FLOOR AREA RATIO (FAR) GROSS FLOOR AREA 73,675 S.F. 0.19 0.70 TOTAL AREA 9.07 Ac. b o ormf EDGE OF ASPHALT EDGE OF ASPHALT NOTE: NO CURB ALONG H.C. PARKING STALLS. (SEE DETAIL ON SHEET C3.1) i 45' BUILDING SETBACK FRONTAGE ROAD 0 ■..■ii ■•u ■■.1111 u ■M•■= 1 1 J 0 0 15' LANDSCAPE SETBACK c x x x s. --Y ---'S US #31 NORTHBOUND US #31 SOUTHBOUND (APSHALT PAVEMENT) EXISTING TELEPHONE LINE SHALL BE RELOCATED OR REPLACED AT A SUFFICIENT DEPTH TO ACCOMMODATE PROPOSED GRADES. PROPOSED 15' UTILITY EASEMENT PROPOSED 15' LANDSCAPE STRIP EDGE OF ASPHALT 0 SYN P PLATTED BEARING Ally DIMENSION D DEED BEARING AAb DIWNSION L.R. LOCAL SERVICE ROAD WATER VAL if EXISTING FREHYDRiANT TEI PHOhEPEDESTAL SIGN GAS VALVE GAS Lit MARKER GUY ANCHOR BOL LEGEND UGT GRASS GAS XEROX GAS LINES WIR UAOUAV WRIER LINES UGT= UNIRGROUM 1EIEPMLINES OINO ()MEAD UIUTYLIhES ROW =RIGHT OF WAY QNTERUAEC RIGHT-OF-WAY C CALCULATED BEARING AND DIMENSION 11 MEASURED BEAM AM) DIMENSION EDGE OF AS HA1 l EDGE OF ASPHALT I II f C O I W UN I CA 1 I O V S MA M I O I! E ELECTRIC MANHOLE RIGHT-OF-WAY MARE? FUND ObfRHEADWlLITYPOLE SIRIfY MONUMENT FOUND(ASNOTED) SECTION CARVER MONUMENT (AS NOTED) 8 8 8 0 EPA r) HEAVY DUTY PAVEMENT CONCRETE NOTE: ALL PAVEMENT IS LIGHT DUTY UNLESS NOTED OTHERWISE. r GO'R. UGT SITE LEGEND 0 O 0 MILL AND RESURFACE PAVEMENT RIGHT -OF -WAY PAVEMENT SCALE: 1 =40' /4 04 CONCRETE DUII P5TER PAD (5EE DETAIL) TREE AREA (CONTRACTOR TO VERIFY W/ ENGINEER FOR TREES TO PRESERVE) 0' 40' Sari 1 T.C. 864.50 NE MC Inv. 856.86 E 8' PVC Inv. 856.53 SE 6' PVC Inv. 856.86 W 6' PVC 857.28 6" EXTRUDED CURB COMBINED CURB WALK HANDICAP RAMP HANDICAP PARKING SIGN CONCRETE WHEEL STOP CONCRETE SIDEWALK STOP SIGN CONCRETE CURB TURNOUT HANDICAP ACCESSIBLE PARKING SPACE i 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 80' J 0_ 0 1-4 174 z j -t4 riLl 04 u Z U DRAWING NO. 8 L J Z z O ac Q cc z 0 w w SHEET C2.1 I N2004.0387.071,PLAN.DWG OF 0