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HomeMy WebLinkAbout05020007.12of �I 0 607 920 915 910 �w Z Z Q 905 6-0 00 (D 1 c� Cn o O rn U0000 ��i__ >0O Cn " ' 900 N I-: Z 895 � I I I I I I I I I I I I I I I I 904 903 902 901 900 I I 899 I I WYE & LAT. WYE & LAT. WYE & LAT. WYE & LAT. WYE & LAT. I WYE & LAT. /3 +62 2 +90 2 +21 1 +51 0 +81 1 +07 I 905 813- 1 I WYE & LAT. 4 +08 BLISLAND STREET 814 W W W W W / 601 602 /y BLOCK »A" ° COMMONS 413' — 63 I � \ M M M /Y\ - BLISLAND STREET WYE & LAT. r 0 +76 I \ 906 I� I WYE 023 90 I I I I I I I 0.95% 810 _ _ WYE &LAT. W WYE & LAT. W WYE & LAT. WYE & LAT. 2 1 +56 0 0 +85 AT. W 2 +95 2 +24 1 895 � I I I I I I I I I I I I I I I I 904 903 902 901 900 I I 899 I I WYE & LAT. WYE & LAT. WYE & LAT. WYE & LAT. WYE & LAT. I WYE & LAT. /3 +62 2 +90 2 +21 1 +51 0 +81 1 +07 I 905 813- 1 I WYE & LAT. 4 +08 BLISLAND STREET 814 W W W W W / 601 602 /y BLOCK »A" ° COMMONS 413' — 63 I � \ M M M /Y\ - BLISLAND STREET WYE & LAT. r 0 +76 I \ 906 I� I WYE 023 90 I I I I I I I 0.95% 810 _ _ WYE &LAT. W WYE & LAT. W WYE & LAT. WYE & LAT. 2 1 +56 0 0 +85 AT. W 2 +95 2 +24 1 898 WYE & LAT. 809 / _ WYE & LAT. 0 +37 WYE & LAT. D +15 913 912 SANITARY SEWER PLAN Q z Q r Q � �w Q 3- N o 00 ZQ Z e/') - - -_-_- — _.. -.. _ _b0_00- I ap O Cn O CD oco I o I j�°O~ U -,*-80 CD C6 co CO CT) � co �U» ZO 8 "PVC CONCRETE CRADLE 120' 0.45% 8 "PVC _ _ - - -- - -$ "PVC Z Q w Q r Q Z � ww N zC/') n _ 00 ..... _ �... O .w M u) cn inn Co L6 I 00 ULoO r 000 0 00 400 co I-- 00ZZcD Of 1 1 18" MIN. CLEARANCE Q zw Q cn Cn co C0 M (� M I 0 U00� �L� > co O Of U> co Z 1 1.00 8 "PVC z =� Q z w Cn O °°� o° p� N 00 CD I N � o-. ��00� > M Z 00 z O af U>> SANITARY SEWER PROFILE 338' 0.45% _ f ; 1 Sheet Detol' Description Number �— C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 6 Service Connection for Main Sewer r C802 7 Wye & Lateral Capping Detail 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. AL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE.(MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR ���� EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. TBM #44 USGS BENCHMARK 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT SHALL EXTEND THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE EAST SIDE HOOVER RD. ±1001 SOUTH OF CLARIDGE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING FARM ENTRANCE. LINE, UNLESS OTHERWISE NOTED. ELEVATION — 893.39 1 FINAL BACKFIL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURAL BACKFIL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN HOLEY MOLEY SAYS 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE INC ES OF THEIAEXCAVAT ON BELOW THE LSTARR THE SOP 6- DON'T AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 DIG STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95 BLIND STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL p REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. - 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES IN SEPARATION REQUIRES CONCRETE ENCASEMENT. 11. FOR INSTALA11ON OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS C LAW" UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE CALL "IT'S WORKING BEFOR OU DIG PAVEMENT TO MINIMUM THE TOP OF THE FROM I STALLED PIPE SHALL BE THE INSTALLED PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 1 -800 -382 -5544 AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE CAL TOLL FREE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION PER INDIANA STATE LAW IS -69 -1991. OVER THE INSTALLATION HAS A MORE STRINGENT COVER IT IS AGAINST THE LAW TO EXCAVATE REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL WITHOUT NOTIFYING THE UNDERGROUND GOVERN. LOCATION SERVICE TWO (2) WORKING 12, BEDDING, HAUNCHING AND INITIAL BACKFIL MATERIALS, DAYS BEFORE COMMENCING WORK. PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. SCALE: 1"=50' 8 "PVC Q �z Cn CD c O L" O 08 I � O co CD � j 00 > rn O o0ZCD Ckf U > > cr)� ZZ Z Cn ww =cn c/> _ _ Sa� O M c U-3 co U °o�oo �o00 3::400 00� > z z o �nI'_:ZZZ 90' 0.45% 8 "PVC 0 TI _=4aqq_fp Existing Grade New Grade Granular Backfill RCP IN V-88 0.45% 8 "PVC 920 915 910 Q 905 Q I O U co L6 O � 00 Uj 900 Lr) SCALE: HORZ.: 1 " =50' :•1 ::1 ti i 4� 1' v N S w C �2 Z N o� > W w °O G✓ X0 \STER�; 'pjrF' No. 10000075 - STATE OF �'n�` DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Icklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering M W o —) ^M w W O d :W-- N-1 z z O r� 04 O d C-) w w DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C401.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG XREF: 1001BS.DWG XREF: SANITARY.DWG XREF: 1003- BS.DWG SHEET NO.: �C� SANITARY SEWER PLAN Q z Q r Q � �w Q 3- N o 00 ZQ Z e/') - - -_-_- — _.. -.. _ _b0_00- I ap O Cn O CD oco I o I j�°O~ U -,*-80 CD C6 co CO CT) � co �U» ZO 8 "PVC CONCRETE CRADLE 120' 0.45% 8 "PVC _ _ - - -- - -$ "PVC Z Q w Q r Q Z � ww N zC/') n _ 00 ..... _ �... O .w M u) cn inn Co L6 I 00 ULoO r 000 0 00 400 co I-- 00ZZcD Of 1 1 18" MIN. CLEARANCE Q zw Q cn Cn co C0 M (� M I 0 U00� �L� > co O Of U> co Z 1 1.00 8 "PVC z =� Q z w Cn O °°� o° p� N 00 CD I N � o-. ��00� > M Z 00 z O af U>> SANITARY SEWER PROFILE 338' 0.45% _ f ; 1 Sheet Detol' Description Number �— C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 6 Service Connection for Main Sewer r C802 7 Wye & Lateral Capping Detail 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. AL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE.(MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR ���� EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. TBM #44 USGS BENCHMARK 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT SHALL EXTEND THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE EAST SIDE HOOVER RD. ±1001 SOUTH OF CLARIDGE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING FARM ENTRANCE. LINE, UNLESS OTHERWISE NOTED. ELEVATION — 893.39 1 FINAL BACKFIL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURAL BACKFIL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN HOLEY MOLEY SAYS 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE INC ES OF THEIAEXCAVAT ON BELOW THE LSTARR THE SOP 6- DON'T AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 DIG STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95 BLIND STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL p REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. - 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES IN SEPARATION REQUIRES CONCRETE ENCASEMENT. 11. FOR INSTALA11ON OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS C LAW" UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE CALL "IT'S WORKING BEFOR OU DIG PAVEMENT TO MINIMUM THE TOP OF THE FROM I STALLED PIPE SHALL BE THE INSTALLED PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 1 -800 -382 -5544 AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE CAL TOLL FREE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION PER INDIANA STATE LAW IS -69 -1991. OVER THE INSTALLATION HAS A MORE STRINGENT COVER IT IS AGAINST THE LAW TO EXCAVATE REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL WITHOUT NOTIFYING THE UNDERGROUND GOVERN. LOCATION SERVICE TWO (2) WORKING 12, BEDDING, HAUNCHING AND INITIAL BACKFIL MATERIALS, DAYS BEFORE COMMENCING WORK. PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. SCALE: 1"=50' 8 "PVC Q �z Cn CD c O L" O 08 I � O co CD � j 00 > rn O o0ZCD Ckf U > > cr)� ZZ Z Cn ww =cn c/> _ _ Sa� O M c U-3 co U °o�oo �o00 3::400 00� > z z o �nI'_:ZZZ 90' 0.45% 8 "PVC 0 TI _=4aqq_fp Existing Grade New Grade Granular Backfill RCP IN V-88 0.45% 8 "PVC 920 915 910 Q 905 Q I O U co L6 O � 00 Uj 900 Lr) SCALE: HORZ.: 1 " =50' :•1 ::1 ti i 4� 1' v N S w C �2 Z N o� > W w °O G✓ X0 \STER�; 'pjrF' No. 10000075 - STATE OF �'n�` DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Icklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering M W o —) ^M w W O d :W-- N-1 z z O r� 04 O d C-) w w DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C401.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG XREF: 1001BS.DWG XREF: SANITARY.DWG XREF: 1003- BS.DWG SHEET NO.: �C� 8 "PVC CONCRETE CRADLE 120' 0.45% 8 "PVC _ _ - - -- - -$ "PVC Z Q w Q r Q Z � ww N zC/') n _ 00 ..... _ �... O .w M u) cn inn Co L6 I 00 ULoO r 000 0 00 400 co I-- 00ZZcD Of 1 1 18" MIN. CLEARANCE Q zw Q cn Cn co C0 M (� M I 0 U00� �L� > co O Of U> co Z 1 1.00 8 "PVC z =� Q z w Cn O °°� o° p� N 00 CD I N � o-. ��00� > M Z 00 z O af U>> SANITARY SEWER PROFILE 338' 0.45% _ f ; 1 Sheet Detol' Description Number �— C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 6 Service Connection for Main Sewer r C802 7 Wye & Lateral Capping Detail 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. AL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE.(MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR ���� EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. TBM #44 USGS BENCHMARK 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT SHALL EXTEND THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE EAST SIDE HOOVER RD. ±1001 SOUTH OF CLARIDGE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING FARM ENTRANCE. LINE, UNLESS OTHERWISE NOTED. ELEVATION — 893.39 1 FINAL BACKFIL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURAL BACKFIL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN HOLEY MOLEY SAYS 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE INC ES OF THEIAEXCAVAT ON BELOW THE LSTARR THE SOP 6- DON'T AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 DIG STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95 BLIND STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL p REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. - 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES IN SEPARATION REQUIRES CONCRETE ENCASEMENT. 11. FOR INSTALA11ON OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS C LAW" UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE CALL "IT'S WORKING BEFOR OU DIG PAVEMENT TO MINIMUM THE TOP OF THE FROM I STALLED PIPE SHALL BE THE INSTALLED PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 1 -800 -382 -5544 AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE CAL TOLL FREE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION PER INDIANA STATE LAW IS -69 -1991. OVER THE INSTALLATION HAS A MORE STRINGENT COVER IT IS AGAINST THE LAW TO EXCAVATE REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL WITHOUT NOTIFYING THE UNDERGROUND GOVERN. LOCATION SERVICE TWO (2) WORKING 12, BEDDING, HAUNCHING AND INITIAL BACKFIL MATERIALS, DAYS BEFORE COMMENCING WORK. PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. SCALE: 1"=50' 8 "PVC Q �z Cn CD c O L" O 08 I � O co CD � j 00 > rn O o0ZCD Ckf U > > cr)� ZZ Z Cn ww =cn c/> _ _ Sa� O M c U-3 co U °o�oo �o00 3::400 00� > z z o �nI'_:ZZZ 90' 0.45% 8 "PVC 0 TI _=4aqq_fp Existing Grade New Grade Granular Backfill RCP IN V-88 0.45% 8 "PVC 920 915 910 Q 905 Q I O U co L6 O � 00 Uj 900 Lr) SCALE: HORZ.: 1 " =50' :•1 ::1 ti i 4� 1' v N S w C �2 Z N o� > W w °O G✓ X0 \STER�; 'pjrF' No. 10000075 - STATE OF �'n�` DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Icklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering M W o —) ^M w W O d :W-- N-1 z z O r� 04 O d C-) w w DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C401.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG XREF: 1001BS.DWG XREF: SANITARY.DWG XREF: 1003- BS.DWG SHEET NO.: �C� 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. AL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE.(MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR ���� EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. TBM #44 USGS BENCHMARK 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT SHALL EXTEND THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE EAST SIDE HOOVER RD. ±1001 SOUTH OF CLARIDGE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING FARM ENTRANCE. LINE, UNLESS OTHERWISE NOTED. ELEVATION — 893.39 1 FINAL BACKFIL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURAL BACKFIL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN HOLEY MOLEY SAYS 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE INC ES OF THEIAEXCAVAT ON BELOW THE LSTARR THE SOP 6- DON'T AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 DIG STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95 BLIND STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL p REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. - 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES IN SEPARATION REQUIRES CONCRETE ENCASEMENT. 11. FOR INSTALA11ON OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS C LAW" UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE CALL "IT'S WORKING BEFOR OU DIG PAVEMENT TO MINIMUM THE TOP OF THE FROM I STALLED PIPE SHALL BE THE INSTALLED PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 1 -800 -382 -5544 AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE CAL TOLL FREE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION PER INDIANA STATE LAW IS -69 -1991. OVER THE INSTALLATION HAS A MORE STRINGENT COVER IT IS AGAINST THE LAW TO EXCAVATE REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL WITHOUT NOTIFYING THE UNDERGROUND GOVERN. LOCATION SERVICE TWO (2) WORKING 12, BEDDING, HAUNCHING AND INITIAL BACKFIL MATERIALS, DAYS BEFORE COMMENCING WORK. PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. SCALE: 1"=50' 8 "PVC Q �z Cn CD c O L" O 08 I � O co CD � j 00 > rn O o0ZCD Ckf U > > cr)� ZZ Z Cn ww =cn c/> _ _ Sa� O M c U-3 co U °o�oo �o00 3::400 00� > z z o �nI'_:ZZZ 90' 0.45% 8 "PVC 0 TI _=4aqq_fp Existing Grade New Grade Granular Backfill RCP IN V-88 0.45% 8 "PVC 920 915 910 Q 905 Q I O U co L6 O � 00 Uj 900 Lr) SCALE: HORZ.: 1 " =50' :•1 ::1 ti i 4� 1' v N S w C �2 Z N o� > W w °O G✓ X0 \STER�; 'pjrF' No. 10000075 - STATE OF �'n�` DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Icklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering M W o —) ^M w W O d :W-- N-1 z z O r� 04 O d C-) w w DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C401.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG XREF: 1001BS.DWG XREF: SANITARY.DWG XREF: 1003- BS.DWG SHEET NO.: �C� 8 "PVC Q �z Cn CD c O L" O 08 I � O co CD � j 00 > rn O o0ZCD Ckf U > > cr)� ZZ Z Cn ww =cn c/> _ _ Sa� O M c U-3 co U °o�oo �o00 3::400 00� > z z o �nI'_:ZZZ 90' 0.45% 8 "PVC 0 TI _=4aqq_fp Existing Grade New Grade Granular Backfill RCP IN V-88 0.45% 8 "PVC 920 915 910 Q 905 Q I O U co L6 O � 00 Uj 900 Lr) SCALE: HORZ.: 1 " =50' :•1 ::1 ti i 4� 1' v N S w C �2 Z N o� > W w °O G✓ X0 \STER�; 'pjrF' No. 10000075 - STATE OF �'n�` DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Icklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering M W o —) ^M w W O d :W-- N-1 z z O r� 04 O d C-) w w DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C401.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG XREF: 1001BS.DWG XREF: SANITARY.DWG XREF: 1003- BS.DWG SHEET NO.: �C� RCP IN V-88 0.45% 8 "PVC 920 915 910 Q 905 Q I O U co L6 O � 00 Uj 900 Lr) SCALE: HORZ.: 1 " =50' :•1 ::1 ti i 4� 1' v N S w C �2 Z N o� > W w °O G✓ X0 \STER�; 'pjrF' No. 10000075 - STATE OF �'n�` DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Icklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering M W o —) ^M w W O d :W-- N-1 z z O r� 04 O d C-) w w DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C401.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG XREF: 1001BS.DWG XREF: SANITARY.DWG XREF: 1003- BS.DWG SHEET NO.: �C� SCALE: HORZ.: 1 " =50' :•1 ::1 ti i 4� 1' v N S w C �2 Z N o� > W w °O G✓ X0 \STER�; 'pjrF' No. 10000075 - STATE OF �'n�` DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Icklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering M W o —) ^M w W O d :W-- N-1 z z O r� 04 O d C-) w w DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C401.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG XREF: 1001BS.DWG XREF: SANITARY.DWG XREF: 1003- BS.DWG SHEET NO.: �C� X0 \STER�; 'pjrF' No. 10000075 - STATE OF �'n�` DATE: 1/31/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Icklo Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering M W o —) ^M w W O d :W-- N-1 z z O r� 04 O d C-) w w DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C401.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG XREF: 1001BS.DWG XREF: SANITARY.DWG XREF: 1003- BS.DWG SHEET NO.: �C� DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C401.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG XREF: 1001BS.DWG XREF: SANITARY.DWG XREF: 1003- BS.DWG SHEET NO.: �C�