The URL can be used to link to this page

Home My WebLink AboutC402 Sanitary Sewer Plan & Profile1 Sheet Detail Number Description escrP C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C 802 6 House Connection to Main Sewer C802 7 Wye Lateral Capping Detail y PP 9 C802 8 Precast Reinforced Conc. Drop Manhc iNc Th ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. 1 I BRENWICK DEVELOPMENT CO. CARMEL, INDIANA PROJECT NO.: 1238.1202 DRAWN BY: DCC Wesi s INDIANA SHEET TITLE: SANITARY SEWER PLAN AND PROFILE DRAWING FILES: N: \1238 \1202 \DWGS \C401 -402. DWG XREF: 1202ABS.DWG XREF: 1202BBS.DWG XREF: SANITARY.DWG XREF: 1201 BS.DWG SHEET NO.: 4 02 NOTE: PANHANDLE EASTERN PIPELINE COMPANY MUST BE NOTIFIED DIRECTLY AT (317)873 -2410 AND THROUGH THE ONE —CALL SYSTEM TWO (2) FULL WORKING DAYS IN ADVANCE OF ANY ACTIVITY WITHIN THE EASEMENT AND HAVE A REPRESENTATIVE PRESENT DURING ANY EXCAVATION OVER OR ADJACENT TO ITS PIPELINE. ERENKca--wA_Aax.. TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 SAN iJ J 0 r- co a, O) N) co cNi oa co w W co CV co c 218' 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 0.S.H.A. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. STANDARDS FOR WORKER SAFETY. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE 0.50% INI 8 "PVC (n D tri pej 00 oo h w U)= CO CNI o0o SANITARY SEWER PLA\ ITARY SEWER PROFILE 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 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING 9. ALL BACKFILL WITHIN RIGH —OF —WAY MUST BE 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES IN SEPARATION REQUIRES CONCRETE ENCASEMENT. 364' COURT 24" GAS LINE TOP OF PIPE 882.3± 36" GAS LINE TOP OF PIPE 879.1± 9-47 0.44% 30" GAS LINE TOP OF PIPE 882.5± SECTION 12002-A SANITARY SEWER MAIN G402 G405 G406 II.,IIEC-IENTIED Existing Grade New Grade Granular Backfill 30" G TOF =884.5 8 "PVC CO U 4 SCALE: HORZ.: VERT.: le SCALE: 1' =50' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW'' CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUN LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1 =50' 1"=5' 905 900 895 890 885 880 875 870 865 U CC W 0 W W CC n o W W LY CL 0 CC W W 0 W C) cc CC) 5 w W cc 4- O 00 co Go O `n cn oo (o c_5 1-7 U W U U W m N N) 4 LCi t, ER No. 0000075 STATE OF s,SIONAL DATE: 3/1/04 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. (2004) ‘vb, 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 DATE: 11/30/04 PROJECT NO.: 1238.1202 DRAWN BY: DCC CHECKED BY: SHEET TITLE: SANITARY SEWER PLAN AND PROFILE DRAWING FILES: N: \1238 \1202 \DWGS \C401 -402. DWG XREF: 1202ABS.DWG XREF: 1202BBS.DWG XREF: SANITARY.DWG XREF: 1201 BS.DWG SHEET NO.: 4 02 NOTE: PANHANDLE EASTERN PIPELINE COMPANY MUST BE NOTIFIED DIRECTLY AT (317)873 -2410 AND THROUGH THE ONE —CALL SYSTEM TWO (2) FULL WORKING DAYS IN ADVANCE OF ANY ACTIVITY WITHIN THE EASEMENT AND HAVE A REPRESENTATIVE PRESENT DURING ANY EXCAVATION OVER OR ADJACENT TO ITS PIPELINE. ERENKca--wA_Aax.. TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 SAN iJ J 0 r- co a, O) N) co cNi oa co w W co CV co c 218' 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 0.S.H.A. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. STANDARDS FOR WORKER SAFETY. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE 0.50% INI 8 "PVC (n D tri pej 00 oo h w U)= CO CNI o0o SANITARY SEWER PLA\ ITARY SEWER PROFILE 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 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING 9. ALL BACKFILL WITHIN RIGH —OF —WAY MUST BE 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES IN SEPARATION REQUIRES CONCRETE ENCASEMENT. 364' COURT 24" GAS LINE TOP OF PIPE 882.3± 36" GAS LINE TOP OF PIPE 879.1± 9-47 0.44% 30" GAS LINE TOP OF PIPE 882.5± SECTION 12002-A SANITARY SEWER MAIN G402 G405 G406 II.,IIEC-IENTIED Existing Grade New Grade Granular Backfill 30" G TOF =884.5 8 "PVC CO U 4 SCALE: HORZ.: VERT.: le SCALE: 1' =50' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW'' CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUN LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1 =50' 1"=5' 905 900 895 890 885 880 875 870 865 U CC W 0 W W CC n o W W LY CL 0 CC W W 0 W C) cc CC) 5 w W cc 4- O 00 co Go O `n cn oo (o c_5 1-7 U W U U W m N N) 4 LCi t, ER No. 0000075 STATE OF s,SIONAL DATE: 3/1/04 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. (2004) ‘vb, 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