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Home My WebLink About06060001.15p��pd v i a ' i i! h 1 1 V 5.0 E S. 4.0 HORIZONTAL SCALE- R C 3.0 r =50' TA= I 5 20 CD o CL -4 E 11.0 L 0.0 i•1 880 875 870 865 :•e 855 M, 845 s. °stn GtiCZ ® II OOZLB =AN dDb Zl DO ,CL S3, �� ZSL N1S W1L '3'n 3. G '41 -A II OO OLB =At 1 in O f I� I 4Ln II II C II Ilcn n F- 00 p �— Ln CD Do Do EXISTING II 8" PVC GRADE I NV= 875.41 cn �— '152' of 12" RCP @ 0.30% r` ov I I 5 +00 4 +50 4 +00 3 +50 28' of CRCP,2PR( 10M%f 12" RCP @ 0.31 moo` 12 = P 00 CD CD C) 00 cc) 00 00 a0 co Do II II II I II II �� » I I c c > > > cc cc » L8 WATER MAIN 3 +00 2 +50 2 +00 1+50 1+00 0 +50 0 +00 :•1 a - ii1, 875 i 1 Alopi e 855 1 OR . ~'° 00 U'0 M �Rol ZIV ,V'V M M 0000 LEGEND = RIGHT -OF -WAY LINE STORM SEWER LINE = SWALE V - = SANITARY SEWER LINE V1 • = SANITARY SEWER MANHOLE = FLOW DIRECTION H EXIST. CONTOURS o = STORM BEEHIVE INLET � =STORM INLET a T. C. = TOP OF CASTING 4 INV. = INVERT RCP = REINFORCED CONCRETE PIPE 0 PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT a B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME MATCH TYP. = TYP EXISTING � . = SUBSURFACE DRAIN AND SUMP LINE '' V W WATER LINE xa m = CONCRETE END SECTION FLOOD ROUTE CA 000.0 = PROPOSED GRADE W 0� STM STR #70o =PROF. STORM STURCTURE N0. U SAN STR #900 = PROP. SANITARY STURCTURE NO. EXIST. TREELINE = PROPOSED FIRE HYDRANT Z = PROPOSED WATER LINE VALVE III 857.3 = PROPOSED PAD GRADE 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 p J STORM SEWERS Lr-Io o O � a Bedding, Hounching, Initial Backfill v Bedding, haunching and initial backfill for all RCP 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 I line, there remains a 4 —inch minimum depth of material below the pipe barrel and a minimum of 3— inches below the bell. For ° pipe sizes 66— inches and larger, the minimum depth of material c1 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 above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18— inches. Final Backfill j Final backfill for all RCP installations under and within 5 —feet of pavement shall be B -- Borrow for Structure Backfill meeting the r_ material requirements of the INDOT and shall be compacted in =l 6 —inch maximum lifts to not less than 95% Standard Proctor ,f z 0 Density for the entire depth of the material placed. The backfill J` for the top 6— inches of the excavation below the start of the z aggregate subbase of the pavement shall be No. 53 Stone �I o meeting the material requirements of the INDOT and shall be :! compacted to not less than 95% Standard Proctor Densit y . . o Final Backfill for all RCP installations greater than 5—feet of s! pavement shall be clean fill material free of rocks larger than > 6— inches in diameter, frozen lumps of soil, wood or other o extraneous material, compacted in 12 —inch maximum lifts to not the ts excavation. than 90% Standard Proctor Density for the entire depth N H CITY OF CARMEL STANDARD BACKFILL NOTES: Q' RFC N0. = WATER AND SEWER UNDER CITY STREETS = 8827 • Bedding, Haunching, Initial Backfill � STATE OF zz- Bedding, haunching, initial backfill materials, placement and ' %� 0� /Np1AN.P.. compaction for the standard and sanitary vice laterals utility th t l be in accordance NAL over ewitt e ��i�sS��`�?G��`�\\ installation. ttnln Final Backfill Final backfill for water mains, water service laterals, sanitary ALLAN H. WEIHE P.E 8827 mains and sanitary service laterals under and within 5 —feet of pavement shall be B- 13orrow 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 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 roquirements 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. 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 N 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 practice of the o utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall I o govern. v 1 I m ! 0 I � z 3 o - f z� o G SHEET NO. C307 PROJECT NO. W06 -0031 I cc � c GRANULAR `P F3AGKFILL Ln ~ r i-n CD II L � 00 0-) � PROPOSED '-- ° � +00 Of ~ N ~ � ± 03 � G GRADE 4Ln II II C II Ilcn n F- 00 p �— Ln CD Do Do EXISTING II 8" PVC GRADE I NV= 875.41 cn �— '152' of 12" RCP @ 0.30% r` ov I I 5 +00 4 +50 4 +00 3 +50 28' of CRCP,2PR( 10M%f 12" RCP @ 0.31 moo` 12 = P 00 CD CD C) 00 cc) 00 00 a0 co Do II II II I II II �� » I I c c > > > cc cc » L8 WATER MAIN 3 +00 2 +50 2 +00 1+50 1+00 0 +50 0 +00 :•1 a - ii1, 875 i 1 Alopi e 855 1 OR . ~'° 00 U'0 M �Rol ZIV ,V'V M M 0000 LEGEND = RIGHT -OF -WAY LINE STORM SEWER LINE = SWALE V - = SANITARY SEWER LINE V1 • = SANITARY SEWER MANHOLE = FLOW DIRECTION H EXIST. CONTOURS o = STORM BEEHIVE INLET � =STORM INLET a T. C. = TOP OF CASTING 4 INV. = INVERT RCP = REINFORCED CONCRETE PIPE 0 PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT a B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME MATCH TYP. = TYP EXISTING � . = SUBSURFACE DRAIN AND SUMP LINE '' V W WATER LINE xa m = CONCRETE END SECTION FLOOD ROUTE CA 000.0 = PROPOSED GRADE W 0� STM STR #70o =PROF. STORM STURCTURE N0. U SAN STR #900 = PROP. SANITARY STURCTURE NO. EXIST. TREELINE = PROPOSED FIRE HYDRANT Z = PROPOSED WATER LINE VALVE III 857.3 = PROPOSED PAD GRADE 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 p J STORM SEWERS Lr-Io o O � a Bedding, Hounching, Initial Backfill v Bedding, haunching and initial backfill for all RCP 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 I line, there remains a 4 —inch minimum depth of material below the pipe barrel and a minimum of 3— inches below the bell. For ° pipe sizes 66— inches and larger, the minimum depth of material c1 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 above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18— inches. Final Backfill j Final backfill for all RCP installations under and within 5 —feet of pavement shall be B -- Borrow for Structure Backfill meeting the r_ material requirements of the INDOT and shall be compacted in =l 6 —inch maximum lifts to not less than 95% Standard Proctor ,f z 0 Density for the entire depth of the material placed. The backfill J` for the top 6— inches of the excavation below the start of the z aggregate subbase of the pavement shall be No. 53 Stone �I o meeting the material requirements of the INDOT and shall be :! compacted to not less than 95% Standard Proctor Densit y . . o Final Backfill for all RCP installations greater than 5—feet of s! pavement shall be clean fill material free of rocks larger than > 6— inches in diameter, frozen lumps of soil, wood or other o extraneous material, compacted in 12 —inch maximum lifts to not the ts excavation. than 90% Standard Proctor Density for the entire depth N H CITY OF CARMEL STANDARD BACKFILL NOTES: Q' RFC N0. = WATER AND SEWER UNDER CITY STREETS = 8827 • Bedding, Haunching, Initial Backfill � STATE OF zz- Bedding, haunching, initial backfill materials, placement and ' %� 0� /Np1AN.P.. compaction for the standard and sanitary vice laterals utility th t l be in accordance NAL over ewitt e ��i�sS��`�?G��`�\\ installation. ttnln Final Backfill Final backfill for water mains, water service laterals, sanitary ALLAN H. WEIHE P.E 8827 mains and sanitary service laterals under and within 5 —feet of pavement shall be B- 13orrow 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 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 roquirements 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. 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 N 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 practice of the o utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall I o govern. v 1 I m ! 0 I � z 3 o - f z� o G SHEET NO. C307 PROJECT NO. W06 -0031 I