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Home My WebLink About06120009.13{{ Rur TRENUN L1ETAlL FOR C!T STORM SEWERS l NO SCALE L I 6" MINIMUM OF TOFSOIL f PAVEMENT SECTION VARIES 1 LIMIT OF SUBGRADE I MINIMUM COVER SHALL l i I FINAL BE PER NOTE 3 BACKFILL IIFGEND j Bc = OUTSIDE DIAMETER 1 1 D = INSDE DIAMFIER ' d - D_FTH OF BEDDING MATERIAL BELOW PIPF. — - SPRNGLINE HAUN THING CEPTh OF BEDDING (Bc /13) MATERIAL BELOW PIPE I i d D d MIN Gam. 60" do SVAt_ER 4" 1 MOTES: Bc 66" & LARGER 60 I 1, BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #'8 STONE IVEETu G THE MATERIAL REQUIREMENTS OF i ` THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTA LED TD GRADE AND UNE, THERE REMAINS A 4" MINIMUM DENNI OF MA?ERIAL BELOW TH PIPE BARREL AND A MINIMUM Or 3" BELOW THE (( BELL. FOR PIPE SIZES 66 AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW' NE PIPE BAREL SHALL BE 6" BEDDING I SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE j MIDDLE THIRD OF TII- PIPE PRIOR TO PLACEMONT OF THE PIPE. IF THE UNDERLYING SGILS OF THE TRENCH BOTTOM ARE I SOFT OR YF•ILDING, THE SO %L SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPA'RED WITH J2 STONE IT W. ;.L PRODUCE A UNIFORM AND STABff FOUNDATION ALONG THE ENTIRE LENG -H OF THE PIPE. HAUNCHiNG AND INITAIL BACKFILL j SHALL BE COMPACTED L�! 8" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSI iY FOR THE ENTIRE DEPTH } OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGr.T UP EVENLY ON BOTH SIDES OF THEP'P[ FOR THE FULL LPNGT OF THE PIPE: HAUNCHING SHALL EXTEND TO THE SPRiNGUNE OF TPE PIPE. MINIMUM TRENCH 1FF,DTH SHALL BE THE OUTSIDE1 DIAMETER OF THE .PPE PLUS 18 ". FINIAL BACKFILL FOR ALL RCP INSTAL LATIONIS WHERE "L" IS 5' OR LESS SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REWIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS DIAN 95% STANDARD PROCTOR DENSITY FO RTHE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR 'THE TOP 6* (T THE F)MAVATION FIR OW THE START OF THE AGGRFGATF %IRAA,F 1DF THE PAVFMFNT SiAi l RF #51 STONNF MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 957. STANDARD PROCTOR DENSITY. FINAL BACKFILI. FOR ALL RCP INSTALLATIONS WHERE V IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF POCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR O;tIER EXTRANEOUS + MATERIAL, COMPACTED IN 12 MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. THE FINAL 6 INDIES OF THE EXCAVATION SHALL CONSIST OF TOPSOIL. 1 THE MINIMUM COVER FROM TITS TOP OF THE INSTALLED PAVEMENT TO TFft TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS {ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGF A -: PLUS 1' -O ", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP .OF THE PIPE BE LESS THAN 2.5 FEET. 4. IF EXISTING SU13GRADE HAS BEEN UME STABILIZED, BACKFILL NTH B- BORROW UP TO BOTTOM OF EXISTING SUBGRADE AND FILL. TO TOP OF EXISTING SUBGRADE WITH LIME STABALIZED SOIL 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN CITY EXISTING AND PROPOSED R/W REGARD! x'SS OF AIRISDICTION OVER STORM PIPE'S. 6. ALL STORM PIPE WIT91N EXISTING OR PROPOSED CITY R/W ShAU BE REINFORCED CONCRETE PIPE P.EGARDLESS Of ## JURISDICTION OVER STORM PIPES. 1 Elie' O 'ARMEL S?TANDARbS sTANDAR�O ' — DRAWING RCP TRENCH DL T AIL FOR k01 -Y STORM St.WER S 10-28 STANDARD WYE FITTING INSTALLATION INTO AN QX_1STING SEMB DETAIL NOT TO SCALE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc_, shall connect to the District's sanitary sewer `system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the propertyline. Only one building may connect to the sewer main per lateral unless otherwise approved by the District, 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer: 3. The existing sewer line from the building to the septic tank may only be used if it is located under building addition, patio, porch or paved' driveway. Air testis required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the Inspection fails and asecond'inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection: 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in that, Upon connection to a public sewer, a septic tank "... shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information: 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D•3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D-241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7., Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SOR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to Installation. 9: Where a'transition. is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued oioe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at htto:lhnnaw: ctrwd.orcl/. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 8449200 Fax: 844-9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall Inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. ContLactors shall lay 14 gauge stranded W! to he entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1 -800- 382 "5544.48 hours prior to digging, Lateral- rev.01 -05a kr 1' -0" Minimum Undisturbed Ground Match Existing Pavement Existing Pavement, Saw Material And Thickness Cut Straight Edge Approved Excavated Material In Unpaved / Areas Unless Otherwise Directed Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b Undisturbed Earth TRENCH SCHEDULE ** Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6 " -15" And ASTM F -679 Wall Thickness Class T -1 For 18 " -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. - - - - -� TC= ELEVATION 6" I 1 c- -24" I I I SSD CONNECTION (4' MAX. DEPTH) in TC = TOP OF CASTING ELEVATION PRECAST TYPE 'A' INLET ST -36 NO SCALE CAST IRON CAP INSTALLED FLUSH WITH FINISHED GRADE IN PAVEMENT AREAS 18 "x18 "x6" CONC. PAD BACKFILL WITH COMPACTED GRANULAR MATERIAL UNDER PAVEMENT AREAS SA -1A NO SCALE 45' ELBOW 45' WYE I MODIFIED PVC CAP INSTALLED FLUSH WITH FINISHED GRADE IN UNPAVED AREAS BACKFILL WITH SELECT EXCAVATED MATERIAL FOR UNPAVED AREAS EXTENSION SAME —SIZE AS SEWER UP TO 6" DIAMETER PLUG & SEAL FOR FUTURE CONNECTION OR CONTINUATION OF MAIN. - --�F III SEWER CLEANOUT 0 n 0 0 0 ., 5 CAST IRON CAP TC= ELEVATION riLwn �ntw fj }} Gas Lines, Telephone Cable And \ INSTALLED FLUSH WITH l s / Q Bedding Material To The FINISHED GRADE IN n' ASs#*� ��\ Centerline Of The Existing Utility PAVEMENT AREAS INSTALLED FLUSH WITH ♦ ♦♦ °!!° �!r i <. i. For Flexible Pipe With Solid Or Profile Walls, STANDARD WYE FITTING INSTALLATION INTO AN QX_1STING SEMB DETAIL NOT TO SCALE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc_, shall connect to the District's sanitary sewer `system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the propertyline. Only one building may connect to the sewer main per lateral unless otherwise approved by the District, 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer: 3. The existing sewer line from the building to the septic tank may only be used if it is located under building addition, patio, porch or paved' driveway. Air testis required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the Inspection fails and asecond'inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection: 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in that, Upon connection to a public sewer, a septic tank "... shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information: 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D•3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D-241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7., Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SOR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to Installation. 9: Where a'transition. is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued oioe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at htto:lhnnaw: ctrwd.orcl/. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 8449200 Fax: 844-9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall Inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. ContLactors shall lay 14 gauge stranded W! to he entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1 -800- 382 "5544.48 hours prior to digging, Lateral- rev.01 -05a kr 1' -0" Minimum Undisturbed Ground Match Existing Pavement Existing Pavement, Saw Material And Thickness Cut Straight Edge Approved Excavated Material In Unpaved / Areas Unless Otherwise Directed Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b Undisturbed Earth TRENCH SCHEDULE ** Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6 " -15" And ASTM F -679 Wall Thickness Class T -1 For 18 " -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. - - - - -� TC= ELEVATION 6" I 1 c- -24" I I I SSD CONNECTION (4' MAX. DEPTH) in TC = TOP OF CASTING ELEVATION PRECAST TYPE 'A' INLET ST -36 NO SCALE CAST IRON CAP INSTALLED FLUSH WITH FINISHED GRADE IN PAVEMENT AREAS 18 "x18 "x6" CONC. PAD BACKFILL WITH COMPACTED GRANULAR MATERIAL UNDER PAVEMENT AREAS SA -1A NO SCALE 45' ELBOW 45' WYE I MODIFIED PVC CAP INSTALLED FLUSH WITH FINISHED GRADE IN UNPAVED AREAS BACKFILL WITH SELECT EXCAVATED MATERIAL FOR UNPAVED AREAS EXTENSION SAME —SIZE AS SEWER UP TO 6" DIAMETER PLUG & SEAL FOR FUTURE CONNECTION OR CONTINUATION OF MAIN. - --�F III SEWER CLEANOUT 0 n 0 0 0 ., 5 CAST IRON CAP TC= ELEVATION • fj CERTIFIED BY: lam— 16.0 Gas Lines, Telephone Cable And \ INSTALLED FLUSH WITH Electrical Conduits, Backfill With b Granular / Q Bedding Material To The FINISHED GRADE IN n' ASs#*� ��\ Centerline Of The Existing Utility PAVEMENT AREAS STANDARD WYE FITTING INSTALLATION INTO AN QX_1STING SEMB DETAIL NOT TO SCALE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc_, shall connect to the District's sanitary sewer `system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the propertyline. Only one building may connect to the sewer main per lateral unless otherwise approved by the District, 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer: 3. The existing sewer line from the building to the septic tank may only be used if it is located under building addition, patio, porch or paved' driveway. Air testis required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the Inspection fails and asecond'inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection: 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in that, Upon connection to a public sewer, a septic tank "... shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information: 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D•3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D-241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7., Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SOR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to Installation. 9: Where a'transition. is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued oioe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at htto:lhnnaw: ctrwd.orcl/. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 8449200 Fax: 844-9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall Inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. ContLactors shall lay 14 gauge stranded W! to he entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1 -800- 382 "5544.48 hours prior to digging, Lateral- rev.01 -05a kr 1' -0" Minimum Undisturbed Ground Match Existing Pavement Existing Pavement, Saw Material And Thickness Cut Straight Edge Approved Excavated Material In Unpaved / Areas Unless Otherwise Directed Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b Undisturbed Earth TRENCH SCHEDULE ** Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6 " -15" And ASTM F -679 Wall Thickness Class T -1 For 18 " -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. - - - - -� TC= ELEVATION 6" I 1 c- -24" I I I SSD CONNECTION (4' MAX. DEPTH) in TC = TOP OF CASTING ELEVATION PRECAST TYPE 'A' INLET ST -36 NO SCALE CAST IRON CAP INSTALLED FLUSH WITH FINISHED GRADE IN PAVEMENT AREAS 18 "x18 "x6" CONC. PAD BACKFILL WITH COMPACTED GRANULAR MATERIAL UNDER PAVEMENT AREAS SA -1A NO SCALE 45' ELBOW 45' WYE I MODIFIED PVC CAP INSTALLED FLUSH WITH FINISHED GRADE IN UNPAVED AREAS BACKFILL WITH SELECT EXCAVATED MATERIAL FOR UNPAVED AREAS EXTENSION SAME —SIZE AS SEWER UP TO 6" DIAMETER PLUG & SEAL FOR FUTURE CONNECTION OR CONTINUATION OF MAIN. - --�F III SEWER CLEANOUT 0 n 0 0 0 ., 5 CAST IRON CAP TC= ELEVATION CERTIFIED BY: lam— 16.0 Gas Lines, Telephone Cable And \ INSTALLED FLUSH WITH Electrical Conduits, Backfill With b Granular / Q Bedding Material To The FINISHED GRADE IN PVC CAP (SCH 40) ASs#*� ��\ Centerline Of The Existing Utility PAVEMENT AREAS INSTALLED FLUSH WITH ♦ ♦♦ °!!° �!r i <. i. For Flexible Pipe With Solid Or Profile Walls, 18 "x18 "x6" CONC. PAD FINISHED GRADE IN UNPAVED AREAS Q 10404538 `• CC And Hand Tamped In 6" Layers To A Minimum STATE OF ' W Of 1 " -0" Above Pipe. ry 4a ° / 10 �',�S'' �NGIANP ' 4 a a 4° p n o° a /\ Bedding Material Specified d Tamped In 6" layers CNIJ \ \ to 8 to 12 inches above pipe. Bedding BACKFILL WITH _J Q _ COD COMPACT GRANULAR SELECT EXCAVATED LJL. ^ < Q BACKFILL MATERIAL �' UNDER PAVEMENT AREAS MATERIAL FOR UNPAVED AREAS Top Of Pipe % W U M. WAGNER Checked Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes r ' r4 QQ Quality Assurance: In Accordance With ASTM D -2321. T. SCHELLENBERGER Scal Scale: 1� = NA' TRENCH DETAIL_ EXTENSION SAME FOR SEWER AND WATER MAINS NTS —) sheet U J 2 - 45' BENDS OR RADIUS SIZE AS SEWER C502 I-- IZU H O I� � LONG 90' UP TO 6" DIAMETER � Z Ry IY BEND Q Date Q STANDARD DETAILS U 111 10 -06 -06 Project Number 0990488 -10101 N Scale: Not To Scale 3lown By. Jones & Henry n ineers, Inc. Drawing Name: CY43 I C LEANOUT aw SkiSEWER SCALE Note: Under Existing Sewers, Water Lines, CERTIFIED BY: lam— 16.0 Gas Lines, Telephone Cable And \ Electrical Conduits, Backfill With b Granular / Q Bedding Material To The ? ASs#*� ��\ Centerline Of The Existing Utility Lines. ♦ ♦♦ °!!° �!r i <. i. For Flexible Pipe With Solid Or Profile Walls, f / Granular Bedding Material Shall Be Placed \ Q 10404538 `• CC And Hand Tamped In 6" Layers To A Minimum STATE OF ' W Of 1 " -0" Above Pipe. `: :` i1i 4a ° 10 �',�S'' �NGIANP ' 4 a a 4° p n o° a /\ Bedding Material Specified d Tamped In 6" layers ♦ ♦' \ \ to 8 to 12 inches above pipe. Bedding �e�f� U °°° Material Shall Conform To INDOT 903.02, Size No. 8 Drown By * "W" or "U" At � Top Of Pipe % M. WAGNER Checked Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes K. COLLINS Quality Assurance: In Accordance With ASTM D -2321. T. SCHELLENBERGER Scal Scale: 1� = NA' TRENCH DETAIL_ FOR SEWER AND WATER MAINS NTS sheet C502 TiTLE: CITY OF CARMEL TRENCH DETAIL & Date STANDARD DETAILS TRENCH SCHEDULE 111 10 -06 -06 Project Number 0990488 -10101 Date: March 2001 Scale: Not To Scale 3lown By. Jones & Henry n ineers, Inc. Drawing Name: CY43 I