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Home My WebLink AboutC07.1 Sanitary Sewer Plan & ProfilesDWN BY: EAG CHKD. BY: BCS SCALE: 1" 40' DATE: 11114105 845 840 835 830 825 820 815 810 ro 0 2 0 0 0 MANHOLE T.C.= 836.45 INV.S =829.78 BLDG. #6 O MANHOLE .113:kr. INV.N= 827.56 INV.E= 827.48 I I I 1 I BLDG. #4 I I I I I I I 1 I I n U in co ono, E1o_\_ o 00 00 ao II II 10 +00 ALDEN WAY (PRIVATE) I I BLDG. #7 I I NEUMAN WAY rRlvrE) 367 LF OF 8' PVC 0 1.50% I 11+00 ;10 03 0 ---vArAdmor dr 148' 1.50 8 SDR 35 PVC o co' 4 to N 1 1 II I I I- D U F: z 0 BLDG. #9 G WHOLE i 1t '22.08 22.08 12 +00 I I BLDG. #8 I I ELWOOD AVE. (PRIVATE) BLDG. #10 I I �I J ‘11 1# 15' SANITARY SEWER EASEMENT (TYP.) EX. SANITARY MANHOLE NO.2 TC =63 1.60 CONNECTIONS UNKNOWN MANHOLE T. II W= 821.95 I N.E =821.85 -EYDEN CRASSIN (PRIVATE) I I I I I I I 1 BLDG. #3 I I I I I I l I. I 8' WATER (MINI. 18" OF V =RT. SEPARATION) 13 +00 -1 MANH 7.C. =828. INV.N= 821.44 I INV.S =821.44 15" RCP G MANHOLE T.C.= 831.20 INV.S= 821.10 PROP. 15' PVC) I14V.W= 821.10 EX. 15' VCP) INV.E =821.10 15' VCP) EX. SAHiTA. Y MANHOLE N0.3 TO- INV.E. =820.33 Ir4V.W.=821.03 INNV.N.- 821.33 6 0 12 I' 0 TJ U' 0 I i 38 OF 15 PVC 00.15% HOLE T.C. =830.50 INV.N =821.1 INV.S =821.191 INV.E= 821.29 [ix. SAWiT V lNHOLE i 0.1 PLUG AND SEAL NORTH INVERT T V.W.= 342121 tt� WITH NON SHRINK GROUT. 4 V V.EE 3 .=3:�2.Q3 NEW EAST INVERT 821.65 (PROP. 15' PVC) INV.N.=821.e65 iv s w 71'33.I.F.;OF 8 BLDG. #11 0 'MANHO INV.N =821.36 INV.S 821.36 INV.W 821.45 =821.45 I' VERT. SE'ARATION) 8" WATER MI 18" OF I I BLDG. #13 Q�D= I (n 14 +00 15 +00 •Ida --101 LF OF 15" PVC 0 0.15% MANHOLE T.C. =829.60 TCH EX. liCAD RADE) INV.W =821.59 PROP. 15 PVC) INV.W =822.11 12' VCP) INV.E =821.59 (PROP. 15' PVC) STOP Ar P r/r", yef 4/47,1"Air MOW r d i 36 1 '03 9 8 .R 35 P�� fray; BLDG. #18 MANHOLE 39 1.00 0 8" SDR 35 PVC o T.C. =829.30 INV.E =821.96 INV.SW= 821.86 BLDG. #2 0 0 V 10 s MANHOLE T.C. =829.00 INV.w =821.89 INV.S =821.99 BLDG. #14 .N RDYKE A PRNATE) O 8 C 1.00% WE INF MANHOLE C: 828.45 INV.w =822.7 BLDG. #1 p •6 PLA\ NORTH 20 0 10 20 IN FEET 1 inch 2(t. REV DATE SEWER MANHOLE NOTE REVISION RECORD DESCRIPTION ALL MANHOLES SHALL BE COATED ACCORDING TO CITY OF CARMEL UTILITIES SPECIFICATIONS DES BY t ot li II 11 III i 1 ;,.GEE/ s 1 i if:. ....4...G 1STE R Fo:�� PE10403858 STATE OF S .11 s %NA1-ENGs%•S, 'lip -4 111110 0% APP BY Storm Sewers Bedding, Haunching, Initial Backfill DATE: 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 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 below the pipe barrel shall be 6- inches. Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the pipe prior to placement of the pipe. Bedding, hHaunching and initial backfill shall be compacted in 8 -inch maximum lifts to not less than 90% 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 Final backfill for all RCP installations 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 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. Final Backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 1 2-inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. Water and Sewer Under City Streets Bedding, Haunching, Initial Backfill 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. 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 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. Minimum Cover for Pipe Crossings of City Streets 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. RCP storm sewer minimum cover heights which are less than those described will be evaluated on a case by case condition and approved only with written permission by the city engineer. SCALE: 1"=40' ,�POR GENERA�. D NO TE S orr CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY COMPLIANC WITH APPLICAB SAFETY. 4 a IT SHALL B THE CONTRACT I ALL UTILITY LOCATIONS BEF .1 IT SHALL B THE CONTRACT ALL EXISTING ELEVATIONS BEFORE CONSTRUE f1ON BEGINS. BENC-IMARK I SEE SHEET C2.0 FOR BENCHMARti INFORMATION. I ASTRUCTURE ON THIS SITE T BE PERFORMED IN E O.S.H.A. STAN ARDS FOR WORKER RS RESPONSIBIL TY TO FIELD VERIFY RE CONSTRUCTION BEGINS. RS RESPONSIBILITY TO FIELD VERIFY NOTE ALL INFRASTRUCTURE SHALL BE INSTALLED Ih JAC CORDANCE-WT4--11E-LOCAL-GOVE-R AUTHORITY'S CONSTRUCTION STANDARDS. (0 N C" 0 c N 0 N co) O) N II 00 II II I (n CD ?0 1.3.3 0.45% 811 SDR 35 PV "[PONT 41' 1DIG 1.00 BLIND" 3 SDR PVC 11+00 10 +00 "HOLEY MOLEY" SEZ: It IT'S THE LAW" INDIANAi UNDERGROUNd PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE IYOU DIG 1- 800382 -5544 CALL T OLL FREE 1 -800 428 -5200 FOR CALLS 0 TSIDE OF INDI NA 845 840 835 830 825 820 815 810 4.1 w W N d� o Q �z a WHO r.4 7t O x z r:T".4 O c:4 rid z a-4 1. 1.4 z CEC PROJECT NUMBER 051872 DRAWING NUMBER C7.1 SHEET 16 STOP V SFWFR PROFILF Existing Grade IL.IEGTEINED New Grade Granular Backfill HORZ.: 1 =50' SCALE VERT.: 1"