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HomeMy WebLinkAbout05030006.41� - ---iii SEE GOL WATE��i PARK � CONSTRUCTION PLIf� -F� MOR( DETAII_ I-,-- �L_ _Villa af JN��CIay � — FCITCJ ��fiE�iT�( AREA —� FCI T Lo II 12 BL" BL C ` "A" I ALLEY (PRIVATE) I 0 L�j D I — 24' ALLEY ESMT. - .. .. J m _m N I 8„ VALVE 2' B I I I I II 1(�1 I I I II III � III III I I II III � III III I I II III � III III I I II III � III III I I II III � III III I I II III � III III I II I I II III � III III I I II III � III III I � �I II III � III III I � �I II III � III III I - HYDRANT & 6" VALVE 1 DU &S rHT �B �B7 B �� 311105 I 0 L�j D I 10' U &SEJ— O SHEET TITLE: o BL "E" 12' B C Cn DRAWING FILES: N: \1238 \6001 \DWGS \C107- 702.DWG XREF: 6001- BS.DWG, 6002- BS.DWG H1fDRAN Cn 6 VALVE o co of z i_ J _T m w YDRAN & 6" VAL N 1 BL CD ALLEY PRIVATEL _ T >� & E 8' TEE—T T 0' DU r I I I I II 1(�1 I I I II III � III III I I II III � III III I I II III � III III I I II III � III III I I II III � III III I I II III � III III I II I I II III � III III I I II III � III III I � �I II III � III III I � �I II III � III III I - HYDRANT & 6" VALVE FOR CONTINUATION SEE SHEET C104 i i i Village of WestClay FUTU�'E SECTION 6003 TEMPORARY HYDRANT BLOCK "D" Village of WestClay FUTURE _SENIOR HOUSING CD FACILITY w w 12" VALVE w �CD 6 1 9' Al I FY ESMT ME En w w w Cn Z O 1= Q Z z O U orf O I 1i ALLEY PRIVATE 12' ALLE` Lv L, BLOCK "M" I� — T— -r- — ---F — J u VH VALVE PORARY HYDRANT I I } I 1! I ■ ICI r'%i L Ai I �i 0'% w ve-� DON'T v 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 TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING L HE UNDERGROUND » i LOCATION SERVICE TWO (2) WORKING SCALE: 1=50 DAYS BEFORE COMMENCING WORK. H_.2E(5IEy__1T= Existing Storm Sewer --�— New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer —W New Water Line Existing Water Line D.I.P. Ductile Iron Pipe I —W W— Water Service Lateral 1 SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C702. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. ALL VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE WATER MAIN. 6. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFlLL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFlLL MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFlLL FOR THE TOP 6- 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 AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFlLL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS 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 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTIUTY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALLED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. z 0 w ►,,,,,,,,, T LISTER %. N o. 10000075 � STATE OF i 'o •s S/ 0 N AL 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) 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 1 DU &S rHT �B �B7 B �� 311105 I 0 L�j D I � O SHEET TITLE: o PLAN DRAWING FILES: N: \1238 \6001 \DWGS \C107- 702.DWG XREF: 6001- BS.DWG, 6002- BS.DWG ALLEY (PRIVATE) 24 ALLEY ESMT -- — — — z � J _T m w YDRAN & 6" VAL N 1 BL _ T >� & E 8' TEE—T T 0' DU r FOR CONTINUATION SEE SHEET C104 i i i Village of WestClay FUTU�'E SECTION 6003 TEMPORARY HYDRANT BLOCK "D" Village of WestClay FUTURE _SENIOR HOUSING CD FACILITY w w 12" VALVE w �CD 6 1 9' Al I FY ESMT ME En w w w Cn Z O 1= Q Z z O U orf O I 1i ALLEY PRIVATE 12' ALLE` Lv L, BLOCK "M" I� — T— -r- — ---F — J u VH VALVE PORARY HYDRANT I I } I 1! I ■ ICI r'%i L Ai I �i 0'% w ve-� DON'T v 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 TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING L HE UNDERGROUND » i LOCATION SERVICE TWO (2) WORKING SCALE: 1=50 DAYS BEFORE COMMENCING WORK. H_.2E(5IEy__1T= Existing Storm Sewer --�— New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer —W New Water Line Existing Water Line D.I.P. Ductile Iron Pipe I —W W— Water Service Lateral 1 SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C702. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. ALL VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE WATER MAIN. 6. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFlLL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFlLL MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFlLL FOR THE TOP 6- 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 AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFlLL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS 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 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTIUTY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALLED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. z 0 w ►,,,,,,,,, T LISTER %. N o. 10000075 � STATE OF i 'o •s S/ 0 N AL 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) 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 311105 1238.6001 DRAWN BY: CHECKED BY: � SHEET TITLE: o PLAN DRAWING FILES: N: \1238 \6001 \DWGS \C107- 702.DWG XREF: 6001- BS.DWG, 6002- BS.DWG z � � w O a z z o ►_.., Q U w Z Ct w DATE: PROJECT 311105 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: N: \1238 \6001 \DWGS \C107- 702.DWG XREF: 6001- BS.DWG, 6002- BS.DWG