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Home My WebLink AboutC3.0 Grading Plan(grass) NOTE: WIDTH CO., INDIANA SPECIAL WARRANTY DEED 980983H325 drainage manhole A for 890.89 �j inv (nw)= 879.79 �r i inv (se)= 880.19 cv I I concrete II mound v u b inlet tor 8 ;9.57 inv 8'7.57 curb inlet I for 889.62 inv�T 886.92( VAR,. E GAP IN beehive inlet tor 885.63 inv 880.88 ADJOINER: JA`r JANE ELLEN TEETER WARRANTY DEED N T. 89909903888 drainage manhole for 890.28 inv (sw)= 879.78 inv (ne)= 879.93 inv (n)= 879.92 PROPOSED LEGEND: DESCRIPTION: 935.001 PROPOSED ELEVATION RIM STORM INLET TOP OF CASTING ELEVATION INV STORM SEWER INVERT ELEVATION TC TOP OF CURB ELEVATION BC BOTTOM OF CURB ELEVATION 9351 PROPOSED CONTOUR EXISTING LEGEND: DESCRIPTION: EXISTING ASPHALT EXISTING CONCRETE TEMPORARY BENCH MARK REBAR FOUND /REBAR SET PK NAIL SET POWER POLE TELEPHONE CROSS BOX I TELEVISION PEDESTAL GAS STAND PIPE GUARD POST DESCRIPTION: 1.I FIRE HYDRANT ®J BEEHIVE INLET CURB INLET /II DRAINAGE MANHOLE WOODS LINE FENCE GAS LINE eOc UNDERGROUND ELECTRIC c UNDERGROUND CABLE ,e :e UNDERGROUND TELEPHONE GRADING NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES FOUND SHALL BE REPORTED TO THE OWNER OR THE OWNERS REPRESENTATIVE. 2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION TO VERIFY WHETHER UTILITIES ARE PRESENT ON —SITE. CONTRACTOR SHALL NOTIFY UTILITY COMPANY WHEN EXCAVATING OVER OR AROUND EXISTING UTILITIES SO A UTILITY REPRESENTATIVE CAN BE PRESENT TO OBSERVE AND INSTRUCT DURING CONSTRUCTION. 3. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO LOCAL, STATE AND FEDERAL REGULATIONS. 4. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SPECIFICATIONS OF THE UTILITY COMPANY AT NO ADDITIONAL EXPENSE TO THE OWNER. 5. FLOW LINE ELEVATIONS SHOWN ARE AT THE ENDS OF THE PIPES. 6. ALL PROPOSED SPOT ELEVATIONS SHOWN AT THE ELEVATIONS FOR FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 7. AFTER STRIPPING TOPSOIL, PROOFROLL SUBGRADE WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF UNSUITABLE MATERIAL. GEOTECHNICAL ENGINEERING FIRM PROVIDING TESTING SERVICES SHALL MAKE DETERMINATION FOR THE REMOVAL OF ANY UNSUITABLE MATERIAL AND /OR THE NEED FOR UNDERDRAINS WITHIN THE PROPOSED PARKING AREAS ARE THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING OR "BIRD BATHS" IN ALL AREAS. CONTRACTOR SHALL TEST FOR LOW SPOTS AND CORRECT DEFICIENCIES AT NO ADDITIONAL COST TO OWNER. 9. PROVIDE 6" SUMP IN ALL INLETS. BENCHMARKS: U.S.G.S. BM BRONZE DISK IN A CONCRETE POST, 1000'± NORTH OF 106th STREET AND 50'± EAST OF THE CENTERLINE OF MICHIGAN ROAD. STAMPED S 78 1946. ELEV. 900.78 CIVIL DESIGNS TBM— S -78 -1 CUT "0" ON SOUTHWEST CORNER OF TRAFFIC STRAIN POST ON THE SOUTHWEST CORNER OF 106th STREET U.S. 421 CIVIL DESIGNS TBM #500 ELEV. 896.33 RAILROAD SPIKE FOUND IN THE WEST SIDE OF A POWERPOLE ON SOUTH SIDE OF 106th STREET, FIRST POLE WEST OF COMMERCE DRIVE. ELEV. 897.26 UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in— service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTLITIES SHOWN ON THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIUES FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY AND ALL CONSTRUCTION. 1-B00-382-5544 CALL TOLL FREE O 0 a► a% 4 r stdt N N A N eqm M tn Z- LI (grass) NOTE: WIDTH CO., INDIANA SPECIAL WARRANTY DEED 980983H325 drainage manhole A for 890.89 �j inv (nw)= 879.79 �r i inv (se)= 880.19 cv I I concrete II mound v u b inlet tor 8 ;9.57 inv 8'7.57 curb inlet I for 889.62 inv�T 886.92( VAR,. E GAP IN beehive inlet tor 885.63 inv 880.88 ADJOINER: JA`r JANE ELLEN TEETER WARRANTY DEED N T. 89909903888 drainage manhole for 890.28 inv (sw)= 879.78 inv (ne)= 879.93 inv (n)= 879.92 PROPOSED LEGEND: DESCRIPTION: 935.001 PROPOSED ELEVATION RIM STORM INLET TOP OF CASTING ELEVATION INV STORM SEWER INVERT ELEVATION TC TOP OF CURB ELEVATION BC BOTTOM OF CURB ELEVATION 9351 PROPOSED CONTOUR EXISTING LEGEND: DESCRIPTION: EXISTING ASPHALT EXISTING CONCRETE TEMPORARY BENCH MARK REBAR FOUND /REBAR SET PK NAIL SET POWER POLE TELEPHONE CROSS BOX I TELEVISION PEDESTAL GAS STAND PIPE GUARD POST DESCRIPTION: 1.I FIRE HYDRANT ®J BEEHIVE INLET CURB INLET /II DRAINAGE MANHOLE WOODS LINE FENCE GAS LINE eOc UNDERGROUND ELECTRIC c UNDERGROUND CABLE ,e :e UNDERGROUND TELEPHONE GRADING NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES FOUND SHALL BE REPORTED TO THE OWNER OR THE OWNERS REPRESENTATIVE. 2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION TO VERIFY WHETHER UTILITIES ARE PRESENT ON —SITE. CONTRACTOR SHALL NOTIFY UTILITY COMPANY WHEN EXCAVATING OVER OR AROUND EXISTING UTILITIES SO A UTILITY REPRESENTATIVE CAN BE PRESENT TO OBSERVE AND INSTRUCT DURING CONSTRUCTION. 3. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO LOCAL, STATE AND FEDERAL REGULATIONS. 4. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SPECIFICATIONS OF THE UTILITY COMPANY AT NO ADDITIONAL EXPENSE TO THE OWNER. 5. FLOW LINE ELEVATIONS SHOWN ARE AT THE ENDS OF THE PIPES. 6. ALL PROPOSED SPOT ELEVATIONS SHOWN AT THE ELEVATIONS FOR FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 7. AFTER STRIPPING TOPSOIL, PROOFROLL SUBGRADE WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF UNSUITABLE MATERIAL. GEOTECHNICAL ENGINEERING FIRM PROVIDING TESTING SERVICES SHALL MAKE DETERMINATION FOR THE REMOVAL OF ANY UNSUITABLE MATERIAL AND /OR THE NEED FOR UNDERDRAINS WITHIN THE PROPOSED PARKING AREAS ARE THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING OR "BIRD BATHS" IN ALL AREAS. CONTRACTOR SHALL TEST FOR LOW SPOTS AND CORRECT DEFICIENCIES AT NO ADDITIONAL COST TO OWNER. 9. PROVIDE 6" SUMP IN ALL INLETS. BENCHMARKS: U.S.G.S. BM BRONZE DISK IN A CONCRETE POST, 1000'± NORTH OF 106th STREET AND 50'± EAST OF THE CENTERLINE OF MICHIGAN ROAD. STAMPED S 78 1946. ELEV. 900.78 CIVIL DESIGNS TBM— S -78 -1 CUT "0" ON SOUTHWEST CORNER OF TRAFFIC STRAIN POST ON THE SOUTHWEST CORNER OF 106th STREET U.S. 421 CIVIL DESIGNS TBM #500 ELEV. 896.33 RAILROAD SPIKE FOUND IN THE WEST SIDE OF A POWERPOLE ON SOUTH SIDE OF 106th STREET, FIRST POLE WEST OF COMMERCE DRIVE. ELEV. 897.26 UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in— service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTLITIES SHOWN ON THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIUES FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY AND ALL CONSTRUCTION. 1-B00-382-5544 CALL TOLL FREE O 0 a► a% 4 r stdt N N A N eqm M tn Z- DWN BY: DAR C I CHKD. BY: J M P SCALE: 1 20' DATE: 0 1 -27 -2003, PROJECT NUMBER 02-123 DESIGN PHASE CONSTRUCTION PLAN NUMBER C3.O SHEET OF (grass) NOTE: WIDTH CO., INDIANA SPECIAL WARRANTY DEED 980983H325 drainage manhole A for 890.89 �j inv (nw)= 879.79 �r i inv (se)= 880.19 cv I I concrete II mound v u b inlet tor 8 ;9.57 inv 8'7.57 curb inlet I for 889.62 inv�T 886.92( VAR,. E GAP IN beehive inlet tor 885.63 inv 880.88 ADJOINER: JA`r JANE ELLEN TEETER WARRANTY DEED N T. 89909903888 drainage manhole for 890.28 inv (sw)= 879.78 inv (ne)= 879.93 inv (n)= 879.92 PROPOSED LEGEND: DESCRIPTION: 935.001 PROPOSED ELEVATION RIM STORM INLET TOP OF CASTING ELEVATION INV STORM SEWER INVERT ELEVATION TC TOP OF CURB ELEVATION BC BOTTOM OF CURB ELEVATION 9351 PROPOSED CONTOUR EXISTING LEGEND: DESCRIPTION: EXISTING ASPHALT EXISTING CONCRETE TEMPORARY BENCH MARK REBAR FOUND /REBAR SET PK NAIL SET POWER POLE TELEPHONE CROSS BOX I TELEVISION PEDESTAL GAS STAND PIPE GUARD POST DESCRIPTION: 1.I FIRE HYDRANT ®J BEEHIVE INLET CURB INLET /II DRAINAGE MANHOLE WOODS LINE FENCE GAS LINE eOc UNDERGROUND ELECTRIC c UNDERGROUND CABLE ,e :e UNDERGROUND TELEPHONE GRADING NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES FOUND SHALL BE REPORTED TO THE OWNER OR THE OWNERS REPRESENTATIVE. 2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION TO VERIFY WHETHER UTILITIES ARE PRESENT ON —SITE. CONTRACTOR SHALL NOTIFY UTILITY COMPANY WHEN EXCAVATING OVER OR AROUND EXISTING UTILITIES SO A UTILITY REPRESENTATIVE CAN BE PRESENT TO OBSERVE AND INSTRUCT DURING CONSTRUCTION. 3. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO LOCAL, STATE AND FEDERAL REGULATIONS. 4. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SPECIFICATIONS OF THE UTILITY COMPANY AT NO ADDITIONAL EXPENSE TO THE OWNER. 5. FLOW LINE ELEVATIONS SHOWN ARE AT THE ENDS OF THE PIPES. 6. ALL PROPOSED SPOT ELEVATIONS SHOWN AT THE ELEVATIONS FOR FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 7. AFTER STRIPPING TOPSOIL, PROOFROLL SUBGRADE WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF UNSUITABLE MATERIAL. GEOTECHNICAL ENGINEERING FIRM PROVIDING TESTING SERVICES SHALL MAKE DETERMINATION FOR THE REMOVAL OF ANY UNSUITABLE MATERIAL AND /OR THE NEED FOR UNDERDRAINS WITHIN THE PROPOSED PARKING AREAS ARE THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING OR "BIRD BATHS" IN ALL AREAS. CONTRACTOR SHALL TEST FOR LOW SPOTS AND CORRECT DEFICIENCIES AT NO ADDITIONAL COST TO OWNER. 9. PROVIDE 6" SUMP IN ALL INLETS. BENCHMARKS: U.S.G.S. BM BRONZE DISK IN A CONCRETE POST, 1000'± NORTH OF 106th STREET AND 50'± EAST OF THE CENTERLINE OF MICHIGAN ROAD. STAMPED S 78 1946. ELEV. 900.78 CIVIL DESIGNS TBM— S -78 -1 CUT "0" ON SOUTHWEST CORNER OF TRAFFIC STRAIN POST ON THE SOUTHWEST CORNER OF 106th STREET U.S. 421 CIVIL DESIGNS TBM #500 ELEV. 896.33 RAILROAD SPIKE FOUND IN THE WEST SIDE OF A POWERPOLE ON SOUTH SIDE OF 106th STREET, FIRST POLE WEST OF COMMERCE DRIVE. ELEV. 897.26 UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in— service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTLITIES SHOWN ON THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIUES FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY AND ALL CONSTRUCTION. 1-B00-382-5544 CALL TOLL FREE O 0 a► a% 4 r stdt N N A N eqm