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Home My WebLink About04120019.5� A I IN FU TUR UR /0 E DE VEL OPMEN v AN", 8 4.23 STM IC B.14.41, 893 j3C B93.94 UBC 893.5 B9 4.24 BC -_-_-__--=~ TC r93-~' TIC 894. BC 893.50 STM N '94 TOR rn CIO M TIC 893.95 -ING EXIS 7 BANK ONE BUILDING 00 co 135 893.45 BC 893. - �u~ � TUR=882.65 TC 56 BC~K~- 'DG TOR=/8SJ]2� 8P 3.D6 ` \ \ /\ \ \ � \ / C F,93.53 STM. STR No. 12 TOR= 892,90 AREA # C 893.801 X, t / C 994.30 8 C 8 L)7 0 BC 80.80 893.20 In 9 2=9 5 CBC 893.30' C 893.70 BIC 893.20 892.95 BC 893-Rn 6'WIDE PERIMETER PLANTING AREA LOA La rT � \ \ � � \ � " � N18 39 � - _ EXIST. EYERG t), 0- ELEVATION=892.90 REGULATED DRAIN EASF%AiF_N_ � yN FXIST 15' FROM PIPE CENTERL'NE _0 Zz CC 101 � � w en ` 891- ' _- x +� '` -f - 1- '42fS 7 F `~H 70 _- - -- - ' �+=------ --- --�-- __-_xtDN EAST U PER |NSTRUCT|ONS-`- ------ LJ OF US � FROM HAMILTON COUNTY SURVEYOR'S OFFICE X �� /N' `0 N "T7.45 _j �'-* - ----� - 01 20' 40' EXISTING TOPOGRAPHY LEGEND ` GENERAL GRACING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES ^ HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL IN THE FIELD PRIOR TD STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. |F ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD COND|T|ONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING |N AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES GOAS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO ST4RT, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (lnootiun, size and depth ) SHALL BE WADE BY THE APPROPRIATE UTILITY COMPANIES. VIqEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR WL3T NOTIFY THE UTILITY COMPANY 90 A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO iNSTRUCT AND OBSERVE DURING CONSTRUCTION. G. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE 8ACKF|LLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7, AFTER STRIPPING TOPSOIL MATERIAL, PRO0FROLLVV|TH AM[D|UM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OFUNSUITABLE MATERIAL. THE NECESSITY FOR SU8DRA|NS AND/OR REMOVAL OFANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL 8E CETERW|NEDAT THE TIME OFCONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE YY|TH0UTPON0NQ. IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND COPREC7, IF ANY, "BIRD BATH" CONDITIONS. Q. ALL PROPOSED SPOT ELEVATIONS ARL THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11 ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO HAMILTON COUNTY STANDARDS. 12, INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR |S RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND/OR EXPORTS. 15. THE SITE B/|S NOT LOCATED WITHIN ANY FLUODPLA|N,FLOODVYAYOR FLOODVYA" FRINGE AS INDICATED ON THE FLODDWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 10O57CO2O5FF']R THE COUNTY OF HAMILTON, INDIANA, DATED FEBRUARY 1Q.2OD3. 2 A CHISELED "X" ON THE NORTH, NORTHWEST BOLT CN lHE FIRE HYDRANT LOCATED AT THE NORTHWEST CORNER OF U.S. 421 8:NORTHWESTERN DRIVE ELEV. ~~8Q4.8G AETBW 30 A CHISELED ^o''ON THE WEST SIDE OF THE CONCRETE LIGHT POLL- BASE LOCATED IN FRONT OF "Clubhouse � Cuts For Kids" behind ^Wendy'u^ � ELEV. =8Q7.58 ACE '[B.M.G] A CHISELED ^X''DN THE NORTHEAST HEX NUT OFTHE FIRE HYDRANT FLANGE LOCATED ON THE EAST SIDE OF COMMERCE ROAD, APPROX. 25O FEET NORTHEAST OFTHE NORTHEAST CORNER OF^Torgmt^. ELEV. ~~8Q2.85 "AUTION 11 rH[ LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES BHO0NON THIS PLAN ARE BASED UPON ABOVE GROUND �NDI�NCE(including, but not limited to, manholes, (alves and marks made upon the ground by others ) AND \RE SPECULATIVE |N NATURE. THERE MAY ALSO 8EOTHER 'X|3T|NC UNDERGROUND UTILITIES FOR WHICH THERE |3NO \B0VE GROUND EVIDENCE 0R FOR MiCHNO ABOVE GROUND -V|DENC[ WAS OBSERVED. THE EXACT LOCATIONS 8FSAID - X|SONQ UNDERGROUND UTILITIES SHALL 8[ VERIFIED BY DHE CONTRACTOR PRIOR TU ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND - ! z to ZZI 4X z in ED (SO LLI to CL Co Pq IL IF E T,411 StAX OF LER-nFIE6 6Y CL CL Culi LU LU LL 2 LLI LU WATER VALVE 12/17/2004 FIRE HYDRANT TJ SPRINKLER CONTROL VALVE rELEPHONEX-BOX -��- rELEPHONEPEDE5TAL �+ | ' |GHTPOLE �* COMBINATION POLE �r STREET SIGN ^ � [�] MAIL BOX ' e POST'c�� ` GENERAL GRACING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES ^ HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL IN THE FIELD PRIOR TD STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. |F ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD COND|T|ONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING |N AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES GOAS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO ST4RT, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (lnootiun, size and depth ) SHALL BE WADE BY THE APPROPRIATE UTILITY COMPANIES. VIqEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR WL3T NOTIFY THE UTILITY COMPANY 90 A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO iNSTRUCT AND OBSERVE DURING CONSTRUCTION. G. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE 8ACKF|LLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7, AFTER STRIPPING TOPSOIL MATERIAL, PRO0FROLLVV|TH AM[D|UM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OFUNSUITABLE MATERIAL. THE NECESSITY FOR SU8DRA|NS AND/OR REMOVAL OFANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL 8E CETERW|NEDAT THE TIME OFCONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE YY|TH0UTPON0NQ. IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND COPREC7, IF ANY, "BIRD BATH" CONDITIONS. Q. ALL PROPOSED SPOT ELEVATIONS ARL THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11 ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO HAMILTON COUNTY STANDARDS. 12, INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR |S RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND/OR EXPORTS. 15. THE SITE B/|S NOT LOCATED WITHIN ANY FLUODPLA|N,FLOODVYAYOR FLOODVYA" FRINGE AS INDICATED ON THE FLODDWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBER 10O57CO2O5FF']R THE COUNTY OF HAMILTON, INDIANA, DATED FEBRUARY 1Q.2OD3. 2 A CHISELED "X" ON THE NORTH, NORTHWEST BOLT CN lHE FIRE HYDRANT LOCATED AT THE NORTHWEST CORNER OF U.S. 421 8:NORTHWESTERN DRIVE ELEV. ~~8Q4.8G AETBW 30 A CHISELED ^o''ON THE WEST SIDE OF THE CONCRETE LIGHT POLL- BASE LOCATED IN FRONT OF "Clubhouse � Cuts For Kids" behind ^Wendy'u^ � ELEV. =8Q7.58 ACE '[B.M.G] A CHISELED ^X''DN THE NORTHEAST HEX NUT OFTHE FIRE HYDRANT FLANGE LOCATED ON THE EAST SIDE OF COMMERCE ROAD, APPROX. 25O FEET NORTHEAST OFTHE NORTHEAST CORNER OF^Torgmt^. ELEV. ~~8Q2.85 "AUTION 11 rH[ LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES BHO0NON THIS PLAN ARE BASED UPON ABOVE GROUND �NDI�NCE(including, but not limited to, manholes, (alves and marks made upon the ground by others ) AND \RE SPECULATIVE |N NATURE. THERE MAY ALSO 8EOTHER 'X|3T|NC UNDERGROUND UTILITIES FOR WHICH THERE |3NO \B0VE GROUND EVIDENCE 0R FOR MiCHNO ABOVE GROUND -V|DENC[ WAS OBSERVED. THE EXACT LOCATIONS 8FSAID - X|SONQ UNDERGROUND UTILITIES SHALL 8[ VERIFIED BY DHE CONTRACTOR PRIOR TU ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND - ! z to ZZI 4X z in ED (SO LLI to CL Co Pq IL IF E T,411 StAX OF LER-nFIE6 6Y CL CL Culi LU LU LL 2 LLI LU REMSIONS C3A OF {N2004.0948.074.C31'13P.MG_� DATE: 12/17/2004 JOB NO. IN2004.0948 REMSIONS C3A OF {N2004.0948.074.C31'13P.MG_�