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HomeMy WebLinkAbout05030006.60V of WestClay SECTION 6001 0 PINCKNEY DRIVE PA PA D F-- T � 925 w — —• — — J Detail Number O C802 1 Precast Reinforced Concrete Manhole Z 5 Q C802 C802 r Service Connection To Main Sewer Wye & Lateral Capping Detail W J o 8 920 VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION z BEGINS. z Q 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. E 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE Q wzcn Cf') 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE r � 1 -800- 382 -5544 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) CALL TOLL FREE t- - UO 915 c o � cc O CO CO > CO COl- _. CD �- THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS DAYS BEFORE COMMENCING WORK. c» CO F--: Z Z Z 910 Z Z 905 1 V///// soo 1 895 10 890 27� 0.45% 8 "PVC village 01 vvestuluy FUTURE SECTION 6003 I 1 N( 1I IIMi-�I'Zh 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 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W -000 (Village of WestClay — West— Structure number) SANITARY SEWER PLAN S — —• — — Sheet Detail Number Z Q C802 1 Precast Reinforced Concrete Manhole Mt 5 Sanitary Sewer Bedding Detail C802 C802 r Service Connection To Main Sewer Wye & Lateral Capping Detail W J o 8 Q VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION z BEGINS. z Q 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. E 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE 00 00 c "IT'S THE LAW" 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE I � 1 -800- 382 -5544 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) CALL TOLL FREE t- - Z Z w (l7 O o r7 00 co CO WITHOUT NOTIFYING THE UNDERGROUND 00 00 00 00 LOCATION SERVICE TWO (2) WORKING 2f �- THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS DAYS BEFORE COMMENCING WORK. OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET 0000oo°D Z Z U OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE NI-- LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING O�Z o 't d- d- 00 0i 00 00 MCD 9. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE >�o0a0ap� LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL ooa000 � � Z Z Z � 365' 0.45% —rU IUKL 5)LU IIUN bwJ QZ� V) o 00 N I � � r I � O co O �� c zzzz �> U �� _I 1111�����/�/ 7///7// 8" WATERMAIN 8" WATERMAIN III] 8 "PVC 8" WATERMAIN — —• — — Sheet Detail Number Description 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 VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION 01 BEGINS. Q 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. E 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) "IT'S THE LAW" 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE —rU IUKL 5)LU IIUN bwJ QZ� V) o 00 N I � � r I � O co O �� c zzzz �> U �� _I 1111�����/�/ 7///7// 8" WATERMAIN 8" WATERMAIN III] 8 "PVC 8" WATERMAIN 925 W J CD Existing Grade HOLEY MOLEY SAYS cc 1 DURING SA ETRTANDARDSS. DON'T CONPORMRTOTAPPLIC DIG 2• ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PLAN & PROFILE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. BLIND STANDARDS FOR WORKER SAFETY. O 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD Q ME VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION 01 BEGINS. Q 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. E 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) "IT'S THE LAW" 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE CALL 2 WORKING DAYS BEFORE YOU DIG SPECIFIED. 1 -800- 382 -5544 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) CALL TOLL FREE FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR 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 �- THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS DAYS BEFORE COMMENCING WORK. OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET 0000oo°D SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT > OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE rn -C� d -d-d - LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING O�Z LINE, UNLESS OTHERWISE NOTED. MCD 9. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL ooa000 � BE B- BORROW FOR STRUCTURAL BACKFILL MEETING THE \ \`y� MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFT`; TO NOT LESS THAN \� 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH � Z Z Z D OF THE MATERIAL PLACED, THE BACKFILL FOR THE TOP 6- t INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT Z AND SHALL BE COMPACTED TO NOT LESS THAN 95 � STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE Cj OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. O �o �� 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES IN SEPARATION REQUIRES CONCRETE ENCASEMENT, - 11. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS ----- - - - - -- UNDER CITY STREETS, REGARDLESS OI THE JURISDICTION OF THE W UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED 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. I 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. SCALE: 1"=50 925 W J CD Existing Grade New Grade W J O DRAWN BY: = w ° w = 920� PLAN & PROFILE Z Z � XREF: 6002— BS.DWG XREF: 6003— BS.DWG Q ME Q � 01 40n Q Q cn W Q Q C Ln z 0o Q Z z w cn Q c �zw�"' � °O 915 � <M co co co ���� 00co00� ���� - � �- 1 mod°-00 Coco co 0000oo°D °� > � I CD UO�i rn -C� d -d-d - - O0 rn- > d -d�0 o00000 O�Z �a MCD 000� �rod- O ooa000 � 00000E- Z a) Z Z Z � Z Z Z D j Cn Z � (j of Cj 910 �� �� �o �� LZ 0Z ----- - - - - -- 905 8" WATERMAIN 900 8 "PVC �� 0 0 895 397' 0.45% 76' 0.45% 8 "PVC 138' 0.45% 8 "PVC SANITARY SEWER PROFILE TE al-�_ Existing Grade New Grade Granular Bockfill �I wo SCALE: HORZ.: 1"=50' VERT.: 1"=5' Cis z 0 OO ►� I I ITT 1 I No. 10000075 = ?o ` STATE OF �O�FS /A/DIANA /0 I N A i 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) f41110 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: � w o SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGSPINCKNEY \C401.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: 6003— BS.DWG XREF: PINCKNEY— BS.DWG XREF: SANITARY.DWG SHEET NO.: 40n W Q oQ z � z � w a CZ W �a DATE: PROJECT NO.: 3/1 /05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGSPINCKNEY \C401.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: 6003— BS.DWG XREF: PINCKNEY— BS.DWG XREF: SANITARY.DWG SHEET NO.: 40n