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HomeMy WebLinkAbout03090013 Townhomes at Hunter's Creek Large Plan pg. G=V,ILT(C10=11.EIlaT'IL DATE: 8/29/03 PROJECT NO.: 4409.001 DRAWN BY: DRP CHECKED BY: JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \4K\4409 \001 \DWGS \C401 XREF: R: \4K \4409 \001 \DWGS \SANITARY XREF: R: \4K \4409 \001 \DWGS \001BS XREF: R: \4K \4409 \001 \DWGS \001 TOPO II I OIL I =V,ILT(C10=11.EIlaT'IL DATE: 8/29/03 PROJECT NO.: 4409.001 DRAWN BY: DRP CHECKED BY: JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \4K\4409 \001 \DWGS \C401 XREF: R: \4K \4409 \001 \DWGS \SANITARY XREF: R: \4K \4409 \001 \DWGS \001BS XREF: R: \4K \4409 \001 \DWGS \001 TOPO SHEET NO.: C OIL }f 1 E- WYE LAT 0-i 39 WYE LAT. 0+44 74' 0.45% 8 n be L0C E BIE PLACE LINE "B" WYE LAT. 0 +30 WYE LAT. I 1 +54 MARAMA DRIVE SA\TARY SEWER PLA\ TARY S R PROFILE 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 UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1 .847 CORE INTO EXISTING MANHOLE Existing Grade New Grade Granular Backfill 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. ALL 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. 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 LINE, UNLESS OTHERWISE NOTED. Sheet Number Description C801 1 Precast Reinforced Concrete Manhole 0801 5 Sanitary Sewer Bedding Detail C8Q1 3 Service Co;:c;; ntio Shallow Sewer y& Detail PLUG AND SEAL EXISTING 6" INVERT TO SOUTHWEST w 0 w J W U 0 N S CRos i N0. 920350 STATE OF O 444 NDIANP 0,11110 0 T UNA\ DATE: HIS 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. (2003)1 4‘b, Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 8/29/03 PROJECT NO.: 4409.001 DRAWN BY: DRP CHECKED BY: JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \4K\4409 \001 \DWGS \C401 XREF: R: \4K \4409 \001 \DWGS \SANITARY XREF: R: \4K \4409 \001 \DWGS \001BS XREF: R: \4K \4409 \001 \DWGS \001 TOPO SHEET NO.: C OIL }f 1 E- WYE LAT 0-i 39 WYE LAT. 0+44 74' 0.45% 8 n be L0C E BIE PLACE LINE "B" WYE LAT. 0 +30 WYE LAT. I 1 +54 MARAMA DRIVE SA\TARY SEWER PLA\ TARY S R PROFILE 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 UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1 .847 CORE INTO EXISTING MANHOLE Existing Grade New Grade Granular Backfill 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. ALL 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. 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 LINE, UNLESS OTHERWISE NOTED. Sheet Number Description C801 1 Precast Reinforced Concrete Manhole 0801 5 Sanitary Sewer Bedding Detail C8Q1 3 Service Co;:c;; ntio Shallow Sewer y& Detail PLUG AND SEAL EXISTING 6" INVERT TO SOUTHWEST w 0 w J W U 0 N S CRos i N0. 920350 STATE OF O 444 NDIANP 0,11110 0 T UNA\ DATE: HIS 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. (2003)1 4‘b, Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering