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Home My WebLink About03100005 Construction Plans for National Bank of Indianapolis pg. 8D\A NY E T w w m o o o o 0 6th STREET °hel_ Ode OM Ye i i i CONNECT n�n^mnumv GTUB�UTBYOTHERB INV. 889.34 L a� �r C u a 8 tele IMP 41.11, /2; tole ml At) tele Wtr— STRUCTURE 8 STRUCTURE 1 0 v C STORM SEWER BY OTHERS (TYP.) x 1 N OTE: Survey nd boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. VICINITY MAP NOT TO SCALE NORTH IN FEET 1 inch 20 ft. 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPUED, OR NOT INDICATED ON THESE PLANS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY P|P|NG, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UOLIT(ES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS. 5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED. 6. NEW 6" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151, CLASS 55. NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888. 7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER. 8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PVC (SDR-26) PIPE WITH GASKETTED, COMPRESSION-TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE. 9. NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE CONFORMING TO ASTM O2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM D-3303. "HOLEY MOLEY" SEZ: INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE �_0�K�K�_»�^��«�°��y� ^-^�^^~�--�u~x�-^�u�wv� FOR CALLS OUTSIDE OF INDIANA "IT'S THE LAW" 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. DESCRIPTION: CTORS ROW, SUITE E PHONE: 3 .1S, INDIANA 46241 FAX: 3 PROPOSED SANITARY MANHOLE 0 PROPOSED CLEAN OUT DETAIL 13/C7.1 R] ITS PROPOSED FIRE HYDRANT H PROPOSED WATER VALVE DETAIL 07/C7.1 W PROPOSED THRUST BLOCK PROPOSED ELECTRIC LINE PROPOSED TELEPHONE LINE T WATER VALVE PROPOSED WATER LINE vv PROPOSED GAS LINE EXISTING BRICK ��U PROPOSED FIRE PROTECTION LINE JI «nno« ,.s. c o) R. H °I, ,,,,,\V" A... 0, 4', I 's. -P 0,:, I MAI Gv N.' (----A'---- d-L___ DATE: 10/02/2003 T/E SIGN LONAL BANK OF th STREET MICHIG, FY oo MAILBOX A SECTION CORNER X� BY: CHKD~ BY: R R H SCALE: 1" 2[] DATE: l 0/02/03 4 PROJECT NUMBER ��~��z� MONUMENT DESIGN PHASE DEVELOPMENT INLET PLAN NUMBER C510 SHEET OF D\A NY E T w w m o o o o 0 6th STREET °hel_ Ode OM Ye i i i CONNECT n�n^mnumv GTUB�UTBYOTHERB INV. 889.34 L a� �r C u a 8 tele IMP 41.11, /2; tole ml At) tele Wtr— STRUCTURE 8 STRUCTURE 1 0 v C STORM SEWER BY OTHERS (TYP.) x 1 N OTE: Survey nd boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. VICINITY MAP NOT TO SCALE NORTH IN FEET 1 inch 20 ft. 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPUED, OR NOT INDICATED ON THESE PLANS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY P|P|NG, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UOLIT(ES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS. 5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED. 6. NEW 6" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151, CLASS 55. NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888. 7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER. 8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PVC (SDR-26) PIPE WITH GASKETTED, COMPRESSION-TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE. 9. NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE CONFORMING TO ASTM O2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM D-3303. "HOLEY MOLEY" SEZ: INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE �_0�K�K�_»�^��«�°��y� ^-^�^^~�--�u~x�-^�u�wv� FOR CALLS OUTSIDE OF INDIANA "IT'S THE LAW" 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. DESCRIPTION: DETAIL USH. PROPOSED SANITARY MANHOLE 0 PROPOSED CLEAN OUT DETAIL 13/C7.1 PROPOSED FIRE HYDRANT H PROPOSED WATER VALVE DETAIL 07/C7.1 W PROPOSED THRUST BLOCK PROPOSED ELECTRIC LINE PROPOSED TELEPHONE LINE T WATER VALVE PROPOSED WATER LINE vv PROPOSED GAS LINE EXISTING BRICK o o PROPOSED FIRE PROTECTION LINE FP v PROPOSED TELEPHONE ELECTRIC LINE T/E D\A NY E T w w m o o o o 0 6th STREET °hel_ Ode OM Ye i i i CONNECT n�n^mnumv GTUB�UTBYOTHERB INV. 889.34 L a� �r C u a 8 tele IMP 41.11, /2; tole ml At) tele Wtr— STRUCTURE 8 STRUCTURE 1 0 v C STORM SEWER BY OTHERS (TYP.) x 1 N OTE: Survey nd boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. VICINITY MAP NOT TO SCALE NORTH IN FEET 1 inch 20 ft. 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPUED, OR NOT INDICATED ON THESE PLANS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY P|P|NG, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UOLIT(ES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS. 5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED. 6. NEW 6" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151, CLASS 55. NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888. 7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER. 8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PVC (SDR-26) PIPE WITH GASKETTED, COMPRESSION-TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE. 9. NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE CONFORMING TO ASTM O2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM D-3303. "HOLEY MOLEY" SEZ: INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE �_0�K�K�_»�^��«�°��y� ^-^�^^~�--�u~x�-^�u�wv� FOR CALLS OUTSIDE OF INDIANA "IT'S THE LAW" 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. EXISTING LEGEND: DESCRIPTION: N DESCRIPTION: wr EXISTING ASPHALT ASPHALT WATER VALVE EXISTING BRICK o FIRE HYDRANT v EXISTING CONCRETE;." SIGN TEMPORARY BENCH MARK oo MAILBOX A SECTION CORNER X� BEEHIVE INLET 4 MONUMENT la INLET Q REBAR FOUND/REBAR SET 0 DRAINAGE MANHOLE 0 PK NAIL FOUND di CURB INLET iI POWER POLE e DECIDUOUS TREE H GUY WIRE CONIFEROUS TREE [0 TELEPHONE PEDESTAL -oho/- OVERHEAD ELECTRIC LINE TRAFFIC POLE ---°/°c UNDERGROUND ELECTRIC SANITARY MANHOLE ----t°/° UNDERGROUND TELEPHONE BORING WATER LINE o STAND PIPE n«" GAS LINE D\A NY E T w w m o o o o 0 6th STREET °hel_ Ode OM Ye i i i CONNECT n�n^mnumv GTUB�UTBYOTHERB INV. 889.34 L a� �r C u a 8 tele IMP 41.11, /2; tole ml At) tele Wtr— STRUCTURE 8 STRUCTURE 1 0 v C STORM SEWER BY OTHERS (TYP.) x 1 N OTE: Survey nd boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. VICINITY MAP NOT TO SCALE NORTH IN FEET 1 inch 20 ft. 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPUED, OR NOT INDICATED ON THESE PLANS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY P|P|NG, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UOLIT(ES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS. 5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED. 6. NEW 6" WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151, CLASS 55. NEW 2" WATER LINES SHALL BE SEAMLESS COPPER WATER TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888. 7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER. 8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PVC (SDR-26) PIPE WITH GASKETTED, COMPRESSION-TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE. 9. NEW 6" SANITARY LATERALS SHALL BE SDR-35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE CONFORMING TO ASTM O2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM D-3303. "HOLEY MOLEY" SEZ: INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE �_0�K�K�_»�^��«�°��y� ^-^�^^~�--�u~x�-^�u�wv� FOR CALLS OUTSIDE OF INDIANA "IT'S THE LAW" 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.