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HomeMy WebLinkAbout05030006.26(CV=NaHkAll 1-14(0)T= TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 HOLEY MO LEY SAYS �-- Sheet Det " Number Descri tion P 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 2 A ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPI_ICABLE O.S.H.A. BLIND P STANDARDS FOR WORKER SAFETY. O 3 3. I IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD HOLEY MO LEY SAYS ec D 1' T TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO DON'T 1 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. DIG 2 2 A ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPI_ICABLE O.S.H.A. BLIND P STANDARDS FOR WORKER SAFETY. O 3 3. I IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. C CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. A ALL WYE, LATERAL AND PROFILE STA11ONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) "IT'S THE LAW" 6 6. W WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE CALL 2 WORKING DAYS BEFORE YOU DIG S SPECIFIED. M –W -000 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) CALL TOLL FREE FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR (Village of WestClay — West— Structure number) PER INDIANA STATE LAW IS -69 -1991. EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE IT IS AGAINST THE LAW TO EXCAVATE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE WITHOUT NOTIFYING THE UNDERGROUND END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO LOCATION SERVICE TWO (2) WORKING THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF DAYS BEFORE COMMENCING WORK. 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 N LINE, UNLESS OTHERWISE NOTED. FUTURE ° Wendy M. Fortune � 9. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE vIIIQge of WestClay r� q U LATERALS, SANITARY MAINS AND SANITARY SERVICE 2555 13 I St Street LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL nities LLC) _ �- BE B BORROW FOR STRUCTURAL BACKFILL MEETING THE ( Brenwick TND Commu I w MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE W COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH r OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE L.Li AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 Lil STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT Cn AND SHALL BE COMPACTED TO NOT LESS THAN 95 STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE 102 0 OF THE UTILITY THAT HAS JURISDICTION OVER THE — INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL ,o, ¢ REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. Z 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES 1— IN SEPARATION REQUIRES CONCRETE ENCASEMENT. 11. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY - - U MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS EX. 126 ST REET UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE /� I Of UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED O PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 '. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 12. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, 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. SANITARY SEWER PLAN SCALE: 1 "= 50' J = 21 S CD z > z Q 915 _ - :"j Z� Q w ao 0o Q w z cn i cn - CV co f` C\I CO cc o I co o U O CO co T — moo � co CO cD 910 = w v CD W - ^ 00 ZU U O a0 pip �or - 3:: M �Z� CnI—ZZ C) I UU0)N' �CU» �� mac;» Nr-------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - cn oz �� ------------------------------- X CD �� • z � ----------------- -- 905 � -- X ,- w CD 900 LLJ LLJ 895 C/) ii II II IIILJ I I Z 890 ' I _ _ ° Q I I I I z I I 885 II II III° 880 I I I I 8 "PVC 0.45% I I 400' 8 PVC 875 4 0.45% j 8 "PVC 0.45% L -J 324' SANITARY SEWER PROFILE X Existing Grade New Grade Granular Backfill 7. 915 910 905 900 ass II :•1 MR6616102 HORZ.: 1"==50' SCAL E: VERT.: 1`5' 875 z 0 cn w ICI ►��,,,,, �� \� �pN T �P No. _ 10000075 S -510 STATE OF %�'n�` !ND I AVA s /O N A L 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 CIO o o I~ 0 a z � z E---4 0-44 x Q) �o w z a5 w .,� DATE: PROJECT NO.: 311105 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.: (C40R CD 900 LLJ LLJ 895 C/) ii II II IIILJ I I Z 890 ' I _ _ ° Q I I I I z I I 885 II II III° 880 I I I I 8 "PVC 0.45% I I 400' 8 PVC 875 4 0.45% j 8 "PVC 0.45% L -J 324' SANITARY SEWER PROFILE X Existing Grade New Grade Granular Backfill 7. 915 910 905 900 ass II :•1 MR6616102 HORZ.: 1"==50' SCAL E: VERT.: 1`5' 875 z 0 cn w ICI ►��,,,,, �� \� �pN T �P No. _ 10000075 S -510 STATE OF %�'n�` !ND I AVA s /O N A L 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 CIO o o I~ 0 a z � z E---4 0-44 x Q) �o w z a5 w .,� DATE: PROJECT NO.: 311105 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.: (C40R DATE: PROJECT NO.: 311105 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.: (C40R