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Home My WebLink AboutC401 Sanitary Sewer Plan & ProfileII I ,II 1D Sheet PROJECT NO.: 1238.029 Detail Number escription C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 6 Service Connection to Main Sewer ®111 SANITARY MANHOLE EX TC -89 .09 EX. 8" PVC 4 W cn 0 LC) x x 4 ANITARY MANHOLE —i! .54 EX. INV- 885.74 8" PVC (W) EX. INV- 892.19 6" PVC DROP (NE) W CD Cr: Z N 00 X W Lj F- X C/) W A PROPOSED BUILDING FFE= 895.20 o dr o0 CO cO 07 D EXISTING VILLAGE OF WESTCLAY SECTION 3001 —A THE VILLAGE CENTER PART 2, BLOCK "E" PROPOSED 6" PVC SANITARY LATERAL MIN. 2% SLOPE Z LIJ CO O0 0 03 if) r co oo 00 00 z zz X X W WW EXISTING HELEN WELLS BUILDING 89' ......0.42% ..........._8 "PVC 44 O CD L(3 co h NOTE: CORE DRILL REQUIRED A (-3 0 11 z co co oO co COP CO CO z z z z 44' 0.42% 8 "PVC L NOTE: CONTRACTOR TO ADJUST TC OF EX. STRUCTURE C412 TO MEET PROPOSED GRADE OF DRIVE. W Z co co z z CLEAN OUT TC =897.8 I (f) 15' SE O O 0 0 0 0 0 156' 0.42% 4 dp SAN 15' SE W 0 CC Z �ioozO /At, 8 "PVC w Z c LID N Lc) c o 8 D co c0 H ITARY S PROPOSED 6" PVC SANITARY LATERAL MIN. 2% SLOPE 10' STUB 0.42% SA\TARY SEW d W L -R PLA\ EXISIIIILLAGOF W€SEL]7=SECTION 001 —A THE VILLAGE CENTER PART 2, BLOCK "E" IP PROF L EXISTING VILLAGE OF WESTCLAY SECTION 3001 —A 111E ILL CENTPR pq� �4, B OCK I I I il 7 O^ i o� fir 5' SE 1 I 1 (r HOLEY MOLEY SAYS ec DON'T DIG BLINDn "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. 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. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. AR, TBM X44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 SCALE: HORZ.: VERT.: SCALE: 1"=20' 1 =50' 1 =5' 910 905 900 895 890 885 880 875 870 cri w c� U w 0 0 w 0 V7 N 0 Cr) u- W m \\"``"\\""111'111""'//// E ()N T 8 1ST 0000075 No. -70 STATE OF D lilllllll1II11IN"' &mat., au.1.. DATE: 2/2/04 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) t*b 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: 02/02/04 PROJECT NO.: 1238.029 DRAWN BY: DCC CHECKED BY: SHEET TITLE: SANITARY SEWER PLAN 8c PROFILE DRAWING FILES: N: \1238 \029 \DWGS \C401.DWG XREF: 029 BS.DWG XREF: 026 BS.DWG, 3001ABS.DWG XREF: 3004BS.DWG, MID- BS- BLK -E.DWG XREF: SANITARY.DWG SHEET NO.: 4 C 0 .e-b. SANITARY MANHOLE EX TC -89 .09 EX. 8" PVC 4 W cn 0 LC) x x 4 ANITARY MANHOLE —i! .54 EX. INV- 885.74 8" PVC (W) EX. INV- 892.19 6" PVC DROP (NE) W CD Cr: Z N 00 X W Lj F- X C/) W A PROPOSED BUILDING FFE= 895.20 o dr o0 CO cO 07 D EXISTING VILLAGE OF WESTCLAY SECTION 3001 —A THE VILLAGE CENTER PART 2, BLOCK "E" PROPOSED 6" PVC SANITARY LATERAL MIN. 2% SLOPE Z LIJ CO O0 0 03 if) r co oo 00 00 z zz X X W WW EXISTING HELEN WELLS BUILDING 89' ......0.42% ..........._8 "PVC 44 O CD L(3 co h NOTE: CORE DRILL REQUIRED A (-3 0 11 z co co oO co COP CO CO z z z z 44' 0.42% 8 "PVC L NOTE: CONTRACTOR TO ADJUST TC OF EX. STRUCTURE C412 TO MEET PROPOSED GRADE OF DRIVE. W Z co co z z CLEAN OUT TC =897.8 I (f) 15' SE O O 0 0 0 0 0 156' 0.42% 4 dp SAN 15' SE W 0 CC Z �ioozO /At, 8 "PVC w Z c LID N Lc) c o 8 D co c0 H ITARY S PROPOSED 6" PVC SANITARY LATERAL MIN. 2% SLOPE 10' STUB 0.42% SA\TARY SEW d W L -R PLA\ EXISIIIILLAGOF W€SEL]7=SECTION 001 —A THE VILLAGE CENTER PART 2, BLOCK "E" IP PROF L EXISTING VILLAGE OF WESTCLAY SECTION 3001 —A 111E ILL CENTPR pq� �4, B OCK I I I il 7 O^ i o� fir 5' SE 1 I 1 (r HOLEY MOLEY SAYS ec DON'T DIG BLINDn "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. 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. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. AR, TBM X44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 SCALE: HORZ.: VERT.: SCALE: 1"=20' 1 =50' 1 =5' 910 905 900 895 890 885 880 875 870 cri w c� U w 0 0 w 0 V7 N 0 Cr) u- W m \\"``"\\""111'111""'//// E ()N T 8 1ST 0000075 No. -70 STATE OF D lilllllll1II11IN"' &mat., au.1.. DATE: 2/2/04 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) t*b 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