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HomeMy WebLinkAbout05030006.29HOLEY MOLEY SAYS DON'T DIG BLIND DIn "IT'S THE LAW" II 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. 925 i— Sheet Detail Number w 0 C802 1 z C802 5 Sanitary Sewer Bedding Detail C802 C802 920 Service Connection To Main Sewer Wye & Lateral Capping Detail C802 8 Z ¢ w 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE NR° c- cn r o r co CO I r-- co 00 ODr r- I CD 915 D D ➢ 0 ➢ D -➢j C/) i-- O a � � � U > � Z 910 BOLT IN FIRE HYDRANT 905 EAST SIDE HOOVER RD. 900 OF CLARIDGE BEGINS. FARM ENTRANCE. 150' 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. � 8� LAT. & LAT. ' & AT. 96 I I 2� AT. &LAT. 2 +I�21 — — 8d LAT. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W -000 (Village of WestClay — West— Structure number) �1 i— Sheet Detail Number Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 6 7 Service Connection To Main Sewer Wye & Lateral Capping Detail C802 8 Concrete Drop Manhole L_n rn 1� 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE NR° c- cn r o r w r- CO I r-- co 00 ODr r- N r D Iwo 00 00 O) 00 00 co SANITARY SEWER PLAN w J O Mt z w J C) © o _ ¢ Z z J o ¢ a- _ CD Q z � z ^^ z cn w Q z co 00 co o 00 0o ¢ w z cn cQi� ao 00 CD I� co V) - 00 00 _ O O U 00 00 � O 00 ao CV co gyp) �0000� — r7 00 6 C14 Co > CT) 00 m � � �3;: a p X06) CD :5- 00 �' o��t I nr(7 >0000E-- > c3j CO ° Z O � CV » > > COD (°) 00 00 M � 00 0o 00 rn Z O _ .. _.... CO 00 F-- v > 00 Df - — Z OC O Z O F-- Cj F-- a_ a_ MzZO 0C —O (/�F -ZZ � Z C/) � Z Z O F-- Z Z Z � -- d 0 CD 8 „PVC 86' 0.45 ePVC 895 890 885 io 8" NATERM a ' 16?' 0.45% 8 "PVC 85' 0.45% 8 "PVC `-J 367' 0.45% SANITARY SEWER PROFILE 8 "PVC PROJECT NO.: cif ¢ 0 ct DCC 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO O o o o z CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. I f lrn I L_n rn 1� 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE NR° c- cn r o r w r- CO I r-- co 00 ODr r- N r D 'ScV r car �� rnr "�"' D ➢ D 00 00 O) 00 00 co D D ➢ D ➢ D -➢j C/) i-- O a � 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD O CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE BEGINS. FARM ENTRANCE. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. � ELEVATION - 893.39 895 __j 890 885 ALLEY (PR4+/ATE) m w m m D Jr Nr rnD �y TN y I1�D + + + fD—T� SPECIFIED. WYEI& LAT. f -- I WYE & 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR -➢iD➢ +46 kAT. 0 +4 EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE I I WHICHEVER EBE CLOSER ITHAN SANITARY SEWER PLAN w J O Mt z w J C) © o _ ¢ Z z J o ¢ a- _ CD Q z � z ^^ z cn w Q z co 00 co o 00 0o ¢ w z cn cQi� ao 00 CD I� co V) - 00 00 _ O O U 00 00 � O 00 ao CV co gyp) �0000� — r7 00 6 C14 Co > CT) 00 m � � �3;: a p X06) CD :5- 00 �' o��t I nr(7 >0000E-- > c3j CO ° Z O � CV » > > COD (°) 00 00 M � 00 0o 00 rn Z O _ .. _.... CO 00 F-- v > 00 Df - — Z OC O Z O F-- Cj F-- a_ a_ MzZO 0C —O (/�F -ZZ � Z C/) � Z Z O F-- Z Z Z � -- d 0 CD 8 „PVC 86' 0.45 ePVC 895 890 885 io 8" NATERM a ' 16?' 0.45% 8 "PVC 85' 0.45% 8 "PVC `-J 367' 0.45% SANITARY SEWER PROFILE 8 "PVC z ¢ r ¢ cn 00 00 CO UOr--� 208 >'j 00 00 CD azo Of U» (/) I--: Z Z 8” WATERMAIN C7 PROJECT NO.: cif ¢ 0 ct DCC 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO O PLAN & PROFILE DRAWING FILES: z CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ¢ zinw cn XREF: CA2I.DWG 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE Soo cc w 920 Ln I r-- co 00 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. co r� cc, co TBM #44 00 00 O) 00 00 co 00 cc STANDARDS FOR WORKER SAFETY. >oz0=0 Z* USGS BENCHMARK 915 0 C/) i-- O a � 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD O CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE BEGINS. FARM ENTRANCE. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. � ELEVATION - 893.39 895 __j 890 885 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. WYEI& LAT. f -- I WYE & 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR +46 kAT. 0 +4 EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE WHICHEVER EBE CLOSER ITHAN WY & LAT. WYE & A T. FIVE (5)OFEET TOE END OFTHE LATERALS THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF 0 +20 0 +2? 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 FORSYTH LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING _ STREET LINE, UNLESS OTHERWISE NOTED. £ 9. FINAL BACKFILL 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 BACKFILL MEETING THE F MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE WYq & LAT. WYE & AT. COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN +82 0 +8� STANDARD DEPTH D OF THE ACOKFILLEFOR¶ THETO 6- r INCHES OF THE EXCAVATION BELOW THE START OF THE WYE & FA-T . WYE & f AT. AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 1 +0 - STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95 WY� & LAT WYE & LAT. STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE +3P- 1 +3b OF THE UTILITY THAT HAS JURISDICTION OVER THE — — �1 M INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL WY &LAT. WYE &LAT. +55 1 +5� _ 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES O Z IWY & LAT. ` WYE & IN SEPARATION REQUIRES CONCRETE ENCASEMENT. FAT 1 +8Q L 11 STORM LATERALS C/) N - - -+82 — SIN SANITARY SERVICE I UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE m PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND _ _ _ _ MATERIAL AGGREGATE ABOVE D L THE Wj & LAT. WYE & kT. STANDARD PRACTICE OFTHE UTILITY THAT HAS JURISDICTION 2 +37 2 +3 INSTALLATION COVER — — I EME T, THEMORE STRINGENT REQUIREMENT, STRINGENT QUIREMENTSS AL I GOVERN. WYEI & LAT. WYE & JAT . +63 2 +6 12. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, — PLACEMENT AND COMPACTION FOR WATER MAINS, WATER a • •- T T 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' z ¢ r ¢ cn 00 00 CO UOr--� 208 >'j 00 00 CD azo Of U» (/) I--: Z Z 8” WATERMAIN C7 PROJECT NO.: cif ¢ 0 ct DCC of O PLAN & PROFILE DRAWING FILES: z XREF: 6001– BS.DWG ¢ zinw cn XREF: CA2I.DWG Cn Soo cc w 920 Ln I r-- co 00 I co r� cc, co 00 00 O) 00 00 co 00 cc 00 Q'zZO00 >oz0=0 Z* 0 ( 915 0 C/) i-- O a � G' O D 145' 0.45% 8 "PVC Existing Grade New Grade Granular Backfill 1 8" WATERMAIN 14 4' 0.45% 8 "PVC ° z PROJECT NO.: 925 ¢ DRAWN BY: ct DCC o O PLAN & PROFILE DRAWING FILES: a XREF: 6001– BS.DWG XREF: 6002– BS.DWG ¢ o XREF: CA2I.DWG Cn �wN - 920 Ln 00 a0 I co r� cc, co U�Q;pj 3ooarn0 00 cc >oz0=0 Z* 0 ( 915 0 —zZ0 z a � z O O Q Of 910 905 900 � W 895 __j 890 885 SCALE: HORZ.: 1"=50' VERT.: 1 " =5' vi z 0 cn \\`\\ \��� p t t ►1 I I I I I 1 111 ! I p g j ��� //i SON T. BU No. _� 10000075 ?� STATE OF INL)IANP /0'NAIL DATE: 3/1/05 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) IC40001 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: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: ct DCC o SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C401- 405.DWG XREF: 6001– BS.DWG XREF: 6002– BS.DWG XREF: 6003– BS.DWG o XREF: CA2I.DWG E- SHEET NO.: (C4134 0 z a � z O �� Q � W Z ct DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C401- 405.DWG XREF: 6001– BS.DWG XREF: 6002– BS.DWG XREF: 6003– BS.DWG XREF: PINCKNEY– BS.DWG XREF: CA2I.DWG XREF: SANITARY.DWG SHEET NO.: (C4134