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HomeMy WebLinkAbout06060001.10"s j� 0 s a 0 t � Cb V O X89 0�9 1'\ Off, �F \ •F V 5.0 E S l o o HORIZONTAL SCALE: R C 3.0 T I 2.0 o °c N ° r o C E 1.0 L &0 Im 875 we] 6 • I 850 _] i' 840 s �G L_ v O - 00 ry Z X00 +r W (n (n W NE �t- cfl 00 li \# GRANULAR GRANULAR o BACKFILL j� 0 s a 0 t � Cb V O X89 0�9 1'\ Off, �F \ •F V 5.0 E S l o o HORIZONTAL SCALE: R C 3.0 T I 2.0 o °c N ° r o C E 1.0 L &0 Im 875 we] 6 • I 850 _] i' 840 s �G L_ v O - 00 ry Z X00 +r W (n (n W NE �t- cfl 00 li \# GRANULAR GRANULAR CD BACKFILL F--- L-no N r') Ln ��o � o �� �Ln cc ON� ONcn 00� r- 03 r__ N 0 � (D I- + CD o L�) Cn F--: + -J\ + r- � 00 N c9 Ln + f-- 00 II ' o U' II II PROPOSED II o �U ��,� GRADE II cn cn cn Cn i_- II ° 214' of 30" RCP @ 0.407o 7)r- 00 CD U � cnl0 �J !mil IL GRANULAR CD BACKFILL F--- L-no N r') RCP CO, % r` � 't N �Ln cc �LQ _ � Cn II II Ln - 00� + oc ::5 Ln 00 �I o L�) Cn F--: Cn Cn IL •, RCP CO, % r` c9 ° rq r- U 0 00 00 _ rr? 00� + oc o � Q o � r� Ln + f-- 00 Q0 oc o II © n rn II 00 o 0- II II II @ o > II II @) II © > a_ > a_ v o aU — II > > a_ > c, > c n n� Elf Cn cn i­_-, PROPOSED 00 oO 8" WATER C) 00 o MAIN N - O O O O N GRADE / n 0 N N 00 10" PVC 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 869.0 :0) r n - U � 0.40% �r 1 6 +'60 �,� s V 5.0 E S 4.0 HORIZONTAL SCALE. RC 9 3.0 T _ I j 5 2.o g N r__ o 1.0 A �� L o.o ii eNK I` CD 0 00 �o O 875 ��� VIII ' �U cn cn I We M i •� 855 ON mat] i EXISTING GRADE Ln 0 co I I GRANULAR BACKFILL 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3+00 3 +50 4 +00 4 +5U S +UU I i c i - i I �a LL U 00 00 11 "-4 � O LEGEND H M X = RIGHT -OF -WAY LINE w a STORM SEWER LINE = SWALE Vi = SANITARY SEWER LINE = SANITARY SEWER MANHOLE Q A = FLOW DIRECTION -- = EXIST. CONTOURS o = STORM BEEHIVE INLET ►•a ❑ =STORM INLET a T.C. = TOP OF CASTING INV. = INVERT C/1 RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M. H. = MANHOLE a STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT a R.U.E. = REGULATED DRAIN EASEMENT �aJ B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED 000 ME = MATCH EXISTING C19 A TYP. = TYPICAL W y = SUBSURFACE DRAIN AND SUMP LINE Fr,j 4< = WATER LINE m = CONCRETE END SECTION = FLOOD ROUTE 000.0 = PROPOSED GRADE j3a STM STR #700 = PROP. STORM STURCTURE NO. V SAN SIR #900 = PROP. SANITARY STURCTURE NO. R iv- f = EXIST. TREELINE z = PROPOSED FIRE HYDRANT "�� W (� = PROPOSED WATER LINE VALVE . O 857.3 = PROPOSED PAD GRADE � O M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY ! STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) CITY OF CARMEL STANDARD BACKFILL NOTES: STORM SEWERS - ° r c Bedding, Haunching, Initial Backfill Bedding, haunching and initial backfill for all RCP Q installations shall be B- Borrow for Structure Backfill z meeting the material requirements of the INI[ 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 o the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum I depth of material below the pipe barrel shall be 6-- inches. Bedding, haunching and initial backfill 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 shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches j above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. I� Final Backfill Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for Structure j _I z Backfill meeting the material requirements of the INDOT �4 and shall be compacted in 6 -inch maximum lifts to I not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the I c' top 6- inches of the excavation below the start of the z aggregate subbase of the pavement shall be No. 53 ° a Stone meeting the material requirements of the INDOT Q and shall be compacted to not less than 95% Standard a 885 PrFioctor Density. nal Backfill for all RCP installations greater than \ \0\111111111//,X7 5 -feet of pavement shall be clean fill material free of \���� A H. rocks larger than 6- inches in diameter, frozen lumps P` of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the NO, excavation. _ 8827 880 . STATE OF �v o CITY OF CARMEL STANDARD BACKFILL NOTES: WATER AND SEWER UNDER CITY STREETS S��NA�- 1� Bedding, Haunching, Initial Backfill 875 — Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, I ALLAN H. WEIHE P E 8827 sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. I Final Backfill Final backfill for water mains, water service laterals, 870 sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure 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 I� for the top 6- inches of the excavation below the start x of the aggregate subbase of the pavement shall be r `y 865 No. 53 Stone meeting the material requirements of the ; W 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. T ` v j 860 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS Z For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the 4 utility, the minimum cover from the top of the installed 9: pavement to the top of the installed pipe shall be the O pavement section practice of the utility that has 855 jurisdiction over the installation has a more stringent z cover requirement, the more stringent requirement shall govern. r � w 850 O O it 845 O 840 - �, vs _ - 1 SHEET N0. C302 PROJECT NO. W06 -0031 o� 0 f`r'o_ 00 _ 00� + oc O + 00 00 + f-- 00 + _-0 ��00 � � U" 0- II II �' II PROPOSED II GRADE ��nY °�2 n n� cn cn Cn cn i­_-, PROPOSED , GRADE - EXISTING s GRADE / In 8" WATER MAIN ° CO o0 C o 00 J Ln c ° ° ° n ° c RCP @ 1.25% cc " @� > a N 400' of 18 > � 0 - o D-1 Ln o� o O � r7 N 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3+00 3 +50 4 +00 4 +5U S +UU I i c i - i I �a LL U 00 00 11 "-4 � O LEGEND H M X = RIGHT -OF -WAY LINE w a STORM SEWER LINE = SWALE Vi = SANITARY SEWER LINE = SANITARY SEWER MANHOLE Q A = FLOW DIRECTION -- = EXIST. CONTOURS o = STORM BEEHIVE INLET ►•a ❑ =STORM INLET a T.C. = TOP OF CASTING INV. = INVERT C/1 RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M. H. = MANHOLE a STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT a R.U.E. = REGULATED DRAIN EASEMENT �aJ B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED 000 ME = MATCH EXISTING C19 A TYP. = TYPICAL W y = SUBSURFACE DRAIN AND SUMP LINE Fr,j 4< = WATER LINE m = CONCRETE END SECTION = FLOOD ROUTE 000.0 = PROPOSED GRADE j3a STM STR #700 = PROP. STORM STURCTURE NO. V SAN SIR #900 = PROP. SANITARY STURCTURE NO. R iv- f = EXIST. TREELINE z = PROPOSED FIRE HYDRANT "�� W (� = PROPOSED WATER LINE VALVE . O 857.3 = PROPOSED PAD GRADE � O M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY ! STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) CITY OF CARMEL STANDARD BACKFILL NOTES: STORM SEWERS - ° r c Bedding, Haunching, Initial Backfill Bedding, haunching and initial backfill for all RCP Q installations shall be B- Borrow for Structure Backfill z meeting the material requirements of the INI[ 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 o the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum I depth of material below the pipe barrel shall be 6-- inches. Bedding, haunching and initial backfill 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 shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches j above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. I� Final Backfill Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for Structure j _I z Backfill meeting the material requirements of the INDOT �4 and shall be compacted in 6 -inch maximum lifts to I not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the I c' top 6- inches of the excavation below the start of the z aggregate subbase of the pavement shall be No. 53 ° a Stone meeting the material requirements of the INDOT Q and shall be compacted to not less than 95% Standard a 885 PrFioctor Density. nal Backfill for all RCP installations greater than \ \0\111111111//,X7 5 -feet of pavement shall be clean fill material free of \���� A H. rocks larger than 6- inches in diameter, frozen lumps P` of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the NO, excavation. _ 8827 880 . STATE OF �v o CITY OF CARMEL STANDARD BACKFILL NOTES: WATER AND SEWER UNDER CITY STREETS S��NA�- 1� Bedding, Haunching, Initial Backfill 875 — Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, I ALLAN H. WEIHE P E 8827 sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. I Final Backfill Final backfill for water mains, water service laterals, 870 sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure 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 I� for the top 6- inches of the excavation below the start x of the aggregate subbase of the pavement shall be r `y 865 No. 53 Stone meeting the material requirements of the ; W 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. T ` v j 860 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS Z For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the 4 utility, the minimum cover from the top of the installed 9: pavement to the top of the installed pipe shall be the O pavement section practice of the utility that has 855 jurisdiction over the installation has a more stringent z cover requirement, the more stringent requirement shall govern. r � w 850 O O it 845 O 840 - �, vs _ - 1 SHEET N0. C302 PROJECT NO. W06 -0031