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Home My WebLink About05020007.14'T' BLUE REFLECTOR — FIRE HYDRANT MARKER DETAIL -- -0 i r7r.Fmn Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer 0 New Sanitary Sewer 40' RIGHT-OF-WAY PROJECT NAME: Village of WestClay, SECTION 10004—B r� 10.5, -- -------------- LEGEND -lie - 'it & 1', 4' 1 5.5 9.5' 9.5, Existing Water Main 14.5' 14.5' TOTAL PIPE — Proposed Water Main L Telephone Pole 12� WALK 4.5' 2 BLISLAND STREET -j Hydrant BLUE REFLECTOR — FIRE HYDRANT MARKER DETAIL -- -0 i r7r.Fmn Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer 0 New Sanitary Sewer BEDDING, HAUNCHING, AND INITIAL BACKFILL MATERIALS, PLACEMENT COMPACTION FOR WATER MAINS AND WATER SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICATION OVER THE INSTALLATION. 2. FINAL BACKFILL FOR WATER MAINS AND WATER SERVICE LATERALS UNDER AND WITHIN 5' AND UNDER PAVEMENT SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKIFILL FOR THE TOP 6-INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF PAVEMENT SHALL BE #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 COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. FOR INSTALAT10N 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 UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GqVERN,,. 4' 1' WALK Z==r- N OTE: WATER MAIN VALVES AND MANHOLES SHALL NOT BE LOCATED IN PAVEMENT, CURBS, OR SIDEWALKS. VEOLIA WATER PROJECT 40' RIGHT-OF-WAY PROJECT NAME: Village of WestClay, SECTION 10004—B 50' RIGHT-OF-WAY 10.5, 19, 10.5' LEGEND 29' 1', 4' 1 5.5 9.5' 9.5, Existing Water Main 14.5' 14.5' TOTAL PIPE — Proposed Water Main XREF: 1004-WBS.DWG Telephone Pole 0 WALK 4.5' 2 BLISLAND STREET Pq Hydrant CO. Pm Gas Pole 1006' CD Flo Hydrant 0 Inlet -< with Hydrant Valve -4 PIPE UNDERDRAIN (TYP) PIPE UNDERDRAIN (TYP) WATER LINE ---*'-o LOCATION (TYP) Butterfly Valve 0 Tree 0 Valve 1,371' GAS VALVE OB-0-Blowoff Assembly Q) : pr4 Air Relief Valve Parcel Id EW -0 'tr Plug Adapter Reducer Nowol Bend pi;4 T.J. Tee Kicker Block Cn M.J. Sleeve + Cross Casing Pipe C]AS Gas Lines UT Telephone Lines UE Electric Lines BEDDING, HAUNCHING, AND INITIAL BACKFILL MATERIALS, PLACEMENT COMPACTION FOR WATER MAINS AND WATER SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICATION OVER THE INSTALLATION. 2. FINAL BACKFILL FOR WATER MAINS AND WATER SERVICE LATERALS UNDER AND WITHIN 5' AND UNDER PAVEMENT SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKIFILL FOR THE TOP 6-INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF PAVEMENT SHALL BE #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 COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. FOR INSTALAT10N 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 UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GqVERN,,. 4' 1' WALK Z==r- N OTE: WATER MAIN VALVES AND MANHOLES SHALL NOT BE LOCATED IN PAVEMENT, CURBS, OR SIDEWALKS. VEOLIA WATER PROJECT 40' RIGHT-OF-WAY PROJECT NAME: Village of WestClay, SECTION 10004—B 50' RIGHT-OF-WAY 10.5, 19, 10.5' 10.5' 29' 1', 4' 1 5.5 9.5' 9.5, 1' 4' 1 5.5 14.5' 14.5' TOTAL PIPE 1 BLISLAND STREET XREF: 1004-WBS.DWG WALK 4.5' XREF: CA7.DWG, CA5.DWG WALK 4.5' 2 BLISLAND STREET 24' CHAIR CURB 24' CHARR CURB 8in 2' CHAIR CURB 2' CHAIR CURB 1006' CD Flo Q) C) cD -< PIPE UNDERDRAIN (TYP) PIPE UNDERDRAIN (TYP) -4 PIPE UNDERDRAIN (TYP) PIPE UNDERDRAIN (TYP) WATER LINE ---*'-o LOCATION (TYP) TYPICAL STREET DETAIL WATER LINE LOCAT10N (TYP) TYPICAL STREET DETAIL 0 NO SCALE 1,371' NO SCALE BEDDING, HAUNCHING, AND INITIAL BACKFILL MATERIALS, PLACEMENT COMPACTION FOR WATER MAINS AND WATER SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICATION OVER THE INSTALLATION. 2. FINAL BACKFILL FOR WATER MAINS AND WATER SERVICE LATERALS UNDER AND WITHIN 5' AND UNDER PAVEMENT SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKIFILL FOR THE TOP 6-INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF PAVEMENT SHALL BE #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 COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. FOR INSTALAT10N 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 UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GqVERN,,. 4' 1' WALK Z==r- N OTE: WATER MAIN VALVES AND MANHOLES SHALL NOT BE LOCATED IN PAVEMENT, CURBS, OR SIDEWALKS. VEOLIA WATER PROJECT INDIANAPOLIS LEGEND PROJECT NAME: Village of WestClay, SECTION 10004—B 1238.1004 PROJECT No. J-05-032 Cz DCC JOB # STREET NAMES WATER DISTRIBUTION PIPE SIZE PIPE TYPE TOTAL PIPE 1 BLISLAND STREET XREF: 1004-WBS.DWG 8in XREF: CA7.DWG, CA5.DWG 335' 2 BLISLAND STREET 8in —PVC PVC 1006' CD Flo Q) C) cD -< ::15 -4 TOTAL 0 1,371' Q) 1 26th St Cloy ASSUMED NORTH SCALE: 1 "= 50 ' HOLEY MOLEY SAYS DONT DIG BLINDIN "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLLFREE 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. LOCATION MAP SCALE: 1" = 2000' NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTAI I ED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. PROJECT NAME: PROJECT NUMBER DIST. MAP NO.: TAX CODE: LOTS: PRESSURE DIST.: DRAFTER: Village of WestClay Section 10004—B J-05-032 2284 METER MAP: 2445 29003 20 LAFAYETTE SCHNEIDER/DCC DATE: 12/20/04 (A En f-- f-- :z Z: Uj Uj MM M =E C) C> of uj Uj I- a_ ll Im Uj Uj Cn 75 LU of of Ld L6 CD 00 zz� L5 M CM \\0 T. p G\STE No. 10000075 10- STATE OF Q-- DATE: 1/31/05 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) f%7o I Schneider THE SCHNEIDER CORPORAT10N 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 PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: Cz DCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWNG FILES: N: \1 238\1 004\DWGS\C701. DING C:) XREF: 1004-BBS.DWG XREF: 1004-WBS.DWG XREF: 1004B-WBS.DWG XREF: CA7.DWG, CA5.DWG SHEET NO.; (C73� E— CD Flo Q) C) cD -< ::15 -4 0 -4, Q) 1 26th St EW -0 0 Cn W I I 6th St LOCATION MAP SCALE: 1" = 2000' NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTAI I ED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. PROJECT NAME: PROJECT NUMBER DIST. MAP NO.: TAX CODE: LOTS: PRESSURE DIST.: DRAFTER: Village of WestClay Section 10004—B J-05-032 2284 METER MAP: 2445 29003 20 LAFAYETTE SCHNEIDER/DCC DATE: 12/20/04 (A En f-- f-- :z Z: Uj Uj MM M =E C) C> of uj Uj I- a_ ll Im Uj Uj Cn 75 LU of of Ld L6 CD 00 zz� L5 M CM \\0 T. p G\STE No. 10000075 10- STATE OF Q-- DATE: 1/31/05 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) f%7o I Schneider THE SCHNEIDER CORPORAT10N 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.: 1/31/05 1238.1004 DRAWN BY: Cz DCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWNG FILES: N: \1 238\1 004\DWGS\C701. DING C:) XREF: 1004-BBS.DWG XREF: 1004-WBS.DWG XREF: 1004B-WBS.DWG XREF: CA7.DWG, CA5.DWG SHEET NO.; (C73� E— CD Flo Q) C) cD -< ::15 -4 0 -4, Q) EW Cn DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWNG FILES: N: \1 238\1 004\DWGS\C701. DING XREF: 1004-ABS.DWG XREF: 1004-BBS.DWG XREF: 1004-WBS.DWG XREF: 1004B-WBS.DWG XREF: CA7.DWG, CA5.DWG SHEET NO.; (C73�