Loading...
HomeMy WebLinkAbout05030006.64131ST STREET T!7:::�o00 000 000 — 000 00 00 0 o { O 0 / I, O 0 I I II I 0 /Village of WestClay I / � I 0 O 0 O O 0 0 ` FUTURE AMENITY AREA SECTION 6003 9OJ `90 / lla(aialq-la y Existing Storm Sewer ---0 New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer —W New Water Line Existing Water Line D.I.P. Ductile Iron Pipe I —W L W— Water Service Lateral NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALLED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. 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 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 STRUCTURE BACKFILL 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 BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATICN 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 BACKFILL 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 UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. � C I 8" VALVE 8" TEE 4. 131ST STREET CD N � 904.6 904 - - 902 — — — — —� 901 I 3 > 900 z s I I COMMONS HARLESTON POND 3 O P :2 ' M Z 900 901 3 =, 902 903 ' 904 --- - -� --� — — — — — — — — — — 904.6 0 w ?� ° I Village of WestCl a y w Z FUTURE SECTION 6003 Y a� HYDRANT � & 6" VALVE N 12" TEE M TAFT CIRCLE HARLESTON STREET I 3 12" TEE 8" VALVE 12�x8"REDUCER — — - i y 12" TEE U E 3 x 0o X N I 3 0 w Z Y 3 v z HYDRANT & 6" VALVE I 3 3 Q3 M m 0 w z J - N N r� 3 F I I I I,I I i I -1 I I ASSUMED NORTH SCALE: 1"=50 HOLEY MOLEY SAYS � "DON'T � 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 LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Z 0 cn w -ickf I N T N o. 10000075 ?� STATE OF 0 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 I �I CHECKED BY: W / WATER DISTRIBUTION P P N:\ 1238 \6001 \DWGS \PINCKNEY \C701.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: CA12.DWG, CA2I.DWG XREF: PINCKNEY- BS.DWG SHEET NO.: (C70n I I I I,I I i I -1 I I ASSUMED NORTH SCALE: 1"=50 HOLEY MOLEY SAYS � "DON'T � 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 LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Z 0 cn w -ickf I N T N o. 10000075 ?� STATE OF 0 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 PRDJ1238.6001 DRAWN BY: CHECKED BY: W O WATER DISTRIBUTION PLAN DRAWING FILES: N:\ 1238 \6001 \DWGS \PINCKNEY \C701.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: CA12.DWG, CA2I.DWG XREF: PINCKNEY- BS.DWG SHEET NO.: (C70n E— Z Q) a DATE: PROJECT PRDJ1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: N:\ 1238 \6001 \DWGS \PINCKNEY \C701.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: CA12.DWG, CA2I.DWG XREF: PINCKNEY- BS.DWG SHEET NO.: (C70n