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Home My WebLink About06060001.143 �LL =■ s■ Q, ■ I U 9 g – 890 890 Ln 00 O F - Ln - � E N w r �— 4 � U✓ ,j ��`K ,nNNFC f � - l vk[�, **�111OOc R/ 0.509, STM ST eEFHIV R �4S I/V 88 46, B�9 23 V 5.0 E S. 4.0 HORIZONTAL SCALE. R r =50' T C 9 3.0 CT� L.L C N In O L L' A .0 I L o.0 X895 EXISTING O 895 890 890 Ln 00 O Z ° GRADE Ln - � E N w r �— 880 O = STORM BECHIVE INLET 885 + = o O Q 00 885 Z O - = REINFORCE[) CONCRETE PIPE J = POLYVINYLCHLORIDE SANITARY SEWER PIPE + = cn cn w - II II STR. � II II CD R.D.E. = REGULATED DRAIN EASEMENT c~i)�w 870 ��F- CTS 880 PROPOSED GRADE ME = MATCH EXI',TING TYP. = TYPICAL ° Z\° O - N 880 m �- of 12" pcF 1.05. —� ° Ln O DO 285' 875 11 > o > 875 Ud 8" WATER T = PROPOSED WATER LINE VALVE ry 865 v 870 N Final Backfill for all RCP installations greater thou 5 –feet of pavement shall be clean fill free STRUCTURE OPENING (DOOR, WINDOW I I c WELL, OUT',IDE BASEMENT STAIR 0 0 870 1870 cc QO N excavation. N0. = 865 865 860 860 855 855 i 850 850 N 0 +00 865 0 +50 r � tQ O O I STORM SEWER LINE 875 Ln 00 O Z � O E N w r �— 880 O = STORM BECHIVE INLET ��00 a � o O Q ;00 INV. Z RCP = REINFORCE[) CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE + = cn cn w - II II STR. � II II CD R.D.E. = REGULATED DRAIN EASEMENT B.S.L. 870 CC' II G� - L C:) _ ° CTS PROP. 875 3 c OI z. > oo �6 " 0 � O 0 W O o V 5.0 ES 4.0 HORIZONTAL SCALE- R T C > 3.0 IL5 20 g h o o C E 1.0 A L 0.0 Al ::1 ) Q 15' D. &U.E. — 285' OF 12 RCP ® 05% — 15' D. &U.E v co �O V, W. C i O =5 w C13 :s J � I \ 6R DOGE 0 R LVE C K CROSSI C IIIIL -1 X o / / / h V 5.0 E S 4.0 HORIZONTAL SCALE- R C > 3.0 1"=50' IL5 0 1 L (D Ln C E .0 � , L -J �:: 860 1 8601 1865 855 1 8551 1860 850 1 850 855 $4�5 J 1 8451 1850 840 1 10" PVC 1 840 845 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 GRANULAR O O I STORM SEWER LINE 875 Ln 00 O = SANITARY ;EWER LINE • = SANITARY ''EWER MANHOLE E N w 875 �— 880 o = STORM BECHIVE INLET ��00 = STORM IM ET QO °o PROPOSED "' II cn Q ;00 INV. CD o GRADE RCP = REINFORCE[) CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE + = cn cn w - II II STR. � II II CD R.D.E. = REGULATED DRAIN EASEMENT B.S.L. 870 CC' II G� - L C:) _ ° 870 PROP. 875 ME = MATCH EXI',TING TYP. = TYPICAL c~ncnw O = SUBSURFALE DRAIN AND SUMP LINE w = WATER LINE m �- of 12" pcF 1.05. —� ° O rl� 285' = PROP. STORM STURCTURE N0. 00 o 865 °o II > Ud 8" WATER T = PROPOSED WATER LINE VALVE � co � - 865 v 870 OF PADS. MINIMUM GRADE FOR ANY Final Backfill for all RCP installations greater thou 5 –feet of pavement shall be clean fill free STRUCTURE OPENING (DOOR, WINDOW I I c WELL, OUT',IDE BASEMENT STAIR material of rocks larger than 6– inches in diameter, frozen lumps of soil, wood or 0 860 1 8601 1865 855 1 8551 1860 850 1 850 855 $4�5 J 1 8451 1850 840 1 10" PVC 1 840 845 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 GRANULAR BACKFILL O I STORM SEWER LINE STORM SEWERS = SWALE = SANITARY ;EWER LINE • = SANITARY ''EWER MANHOLE = FLOW DIP[ CTION �— = EXIST. CONTOURS o = STORM BECHIVE INLET ��00 = STORM IM ET T.C. Q ;00 INV. = INVERT RCP = REINFORCE[) CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE � II II STR. � II II = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING `.,FTBACK LINE C/-) cn PROP. cn cn ME = MATCH EXI',TING TYP. = TYPICAL — — — = SUBSURFALE DRAIN AND SUMP LINE w = WATER LINE m = CONCRETE END SECTION —� ° O rl� Ln = PROP. STORM STURCTURE N0. 00 o 0 = EXIST. TREI.LINE Ud 8" WATER T = PROPOSED WATER LINE VALVE MAI N > � v > OF PADS. MINIMUM GRADE FOR ANY Final Backfill for all RCP installations greater thou 5 –feet of pavement shall be clean fill free STRUCTURE OPENING (DOOR, WINDOW N WELL, OUT',IDE BASEMENT STAIR material of rocks larger than 6– inches in diameter, frozen lumps of soil, wood or 0 870 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cc Q' . N excavation. Z_ EXISTING GRADE PROPOSED 00 O GRADE ° z moo° O + I— – ° W � �CnU7LLI 304' of 12" RCP - r.00 O O 0 I,- 00 I I 3 +50 3 +00 2 +50 2 +00 1+50 1+00 0 +50 0 +00 LEGEND CITY OF CARMEL STANDARD BACKFILL NOTES: = RIGHT –OF WAY LINE I STORM SEWER LINE STORM SEWERS = SWALE = SANITARY ;EWER LINE • = SANITARY ''EWER MANHOLE = FLOW DIP[ CTION �— = EXIST. CONTOURS o = STORM BECHIVE INLET 0 = STORM IM ET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCE[) CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M. H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING `.,FTBACK LINE V. W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXI',TING TYP. = TYPICAL — — — = SUBSURFALE DRAIN AND SUMP LINE w = WATER LINE m = CONCRETE END SECTION —� = FLOOD ROUTE = PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE N0. SAN STR #900 = PROP. SANITARY STURCTURE NO. = EXIST. TREI.LINE 890 = PROPOSED FIRE HYDRANT T = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M. F. P. G. = MINIMUM f I.00D PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY Final Backfill for all RCP installations greater thou 5 –feet of pavement shall be clean fill free STRUCTURE OPENING (DOOR, WINDOW WELL, OUT',IDE BASEMENT STAIR material of rocks larger than 6– inches in diameter, frozen lumps of soil, wood or ACCESS, EI Q • ..c %0 00 ~ U C U 00 00 IT l� C 0 t� V en M000 a/ X w �wj �] U �z W � a ao as 00 �,N Q Z W�H U W z W z° 0 h ° U FTIM 3 ° < E J Q o a G < I� � J x x � r c 885 CITY OF CARMEL STANDARD BACKFILL NOTES: - • 8827 • I STORM SEWERS Jo ._ STATE OF 0 Bedding, Haunching, Initial Backfill CITY OF CARMEL STANDARD BACKFILL NOTES Bedding, haunching and initial backfill for all RCI' installations shall be B– Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 –inch minimum depth of material below the pipe barrel and a minimum of 3– inches WATER AND SEWER UNDER CITY STREETS i,,�X�/ONAIL„4\\\��`` bel -)w the bell. For pipe sizes 66– inches and larger, the minimum depth of material below Bedding, Haunching, Initial Backfill Bedding, haunching, initial the pipe barrel shall be 6– inches. Bedding, haunching and initial backfill shall be compacted backfill materials, placement and compaction for water in 5 –inch maximum lifts to not less than 95% Standard Proctor Density for the entire 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. depth of the material placed. The backfill shall be brought up evenly on both sides of the ALLAN H. WEIHE P.E 8827 pipe for the full length of the pipe. Hounching shall extend to the springline of the pipe. �I The limit of initial backfill shall be 6– inches above the springline. Minimum trench width 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 °–z shall be the outside diameter of the pipe plus 18– inches. Final BackfillI 875 G L Final backfill for all RCP installations under and within 5 –feet of pavement shall be I o Io B– Borrow for Structure Backfill meeting the materiel 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 890 below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT 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 the w w / /��X� and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater thou 5 –feet of pavement shall be clean fill free \\\XX��111111111 // �� N H. \��'C,1STEF material of rocks larger than 6– inches in diameter, frozen lumps of soil, wood or /'S' /,��i 870 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum other extraneous material, compacted in 12 –inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the Q' . excavation. N0. = - 885 - • 8827 • Jo ._ STATE OF 0 CITY OF CARMEL STANDARD BACKFILL NOTES WATER AND SEWER UNDER CITY STREETS i,,�X�/ONAIL„4\\\��`` 880 Bedding, Haunching, Initial Backfill Bedding, haunching, 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. ALLAN H. WEIHE P.E 8827 Final Backfill 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 875 meeting the material requirements of the INDOT and shall be compacted in 6 –inch maximum lifts to less not 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 the over installation has a more stringent final backfill requirement, the more stringent requirement shall govern. 870 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum I W cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. N 865 J :•1 :- O 9 - - I O ti y i w ID w O� 0= SHEET N0. C306 PROJECT NO. W06 -0031