Loading...
HomeMy WebLinkAboutC401Village of FUTURE U U M 0 U 0 T a 3 0 U W 3 Q C'4 O O 00 / 00 C1l iv E z a> a N L0 N 0 n W, O C'l 0 C-4 L a N +3 O �1 WestCla SECTION SEX. SANIIAKY SLWLN A/ d_; f Sheet Detat Number Description F W Z DCC O O , Z� C801 C801 12 14 Servise Connection To Main Sewer Wye & Lateral Capping Detail (n W J M J Q En � � J W C) 0 o o� PAVEMENT PATCH REQUIRED NOTE: FOR LATERAL SERVING LOT 615: CORE IS TO BE MADE THROUGH THE TOP OF THE BENCHWALL OF EXISTING STRUCTURE D422 SO THAT A FLOW CHANNEL IS MADE. I NIIYA: Know what's below. Call before you dig. 0 50' 100' SCALE: 1" = 50' 1:31 - NC '[ IIMnI'Z1� 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 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE.(MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF 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 LINE, UNLESS OTHERWISE NOTED. 9. 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 STRUCTURAL BACKFILL MEETING THE MATERIAL REQUIREMENTS 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 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 BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 18 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 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. 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. 13. THE LOWEST CONNECTION (FLOOR) ELEVATION FOR GRAVITY SERVICE MUST BE ONE (1) FOOT ABOVE THE TOP OF THE FIRST UPSTREAM OR DOWNSTREAM MANHOLE. L PROJECT NO.: CD � C O W Z DCC O O , Z� H H w o� (n W J M J Q En � � J W C) 0 o o� <Q as U Z O z 0 LLJ J W < 0 J p Q d Q CL W O G d Z of U O 3 r Q CR d O O L� O H Z O M U < J W Q W a- W O O M ( n LLJ N W or� W ¢ M = CL O O C6 O \ 0i 1'4 N PI) C:) r O N W U U U � p O] D D W �.= CV M d' 0. 11012161 W= STATE OF i�f ••'•�NDI ANP•'•• �? /11111111111111 DATE 03/27/2013 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. (2013) lf%bl Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC Q SANITARY SEWER LATERAL PLAN DRAWING FILES: T. \1k \1238\8002A \dwgs \C401.dwg SHEET NO.: CC4 ("U"n � � W Q) cc z a Z z O a � z H� :N� Q ::E! W ,,,,.�. ct U) z a' DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER LATERAL PLAN DRAWING FILES: T. \1k \1238\8002A \dwgs \C401.dwg SHEET NO.: CC4 ("U"n