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HomeMy WebLinkAboutConstruction Plans C401 Sanitary Sewer Plan & Profiles- I 1 I 1 BRENWICK DEVELOPMENT CO. CARMEL, INDIANA Sh ee t N Descr C 8 01 6 Precast Reinforced Concrete Manhole C801 9 Sanitary Sewer Bedding Detail r s- I l--- Sh ee t N Descr C 8 01 6 Precast Reinforced Concrete Manhole C801 9 Sanitary Sewer Bedding Detail C801 10 Service Connection for Shallow Sewer C801 11 Wye Lateral Capping Detail ii it ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH COMPACTED GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. DATE 11/26/03 PROJECT NO 1238.9005 DRAWN BY DCC CHECKED BY SHEET TITLE SANITARY SEWER PLAN PROFILE DRAWING FILES N: \1238 \9005 \DWGS \C401- 402.DWG XREF: 9005 BS.DWG XREF: 9006 —B— BS.DWG XREF: NOR— BS.DWG SHEET NO C40 i 4 cr a) 1 cl 4 LI ES LI 915 910 905 900 895 890 885 880 875 7,7 r Al tv.\;: S 2 .„s NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, -M-AP NUMBER 18057CO2026F. 10' STUB OF 8" PVC 0.45% CAP SEAL J 0 z Q Elf Q F= N Z CO (c CKD o0 o 0 OD cS ci)Hz 301' 0.45% 0 0 0 8 "PVC 190' 000 'R), SA J 0.45% SA\TARY S 8 "PVC z (n CI CO 00 204' \ITARY SEW W 21" RCP INV- 890.3± -R PLA\ 0.45% 8 "PVC IP PROFILE w 0 Z rC °00 rn z 03 000 CO N 000 H "4 co 0 z 0 z z W z v) <SR) c:Pc i U 7 i i i MIN 225' 0 45% 8 "PVC 00 O 172' 6 1 0 45% Existing Grade New Grade Granular Backfill HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK TBM #44 USGS BENCHMA CUT "X" NORTH BO T BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. 00' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 CONNECT TO EXISTING CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO CONSTRUCTION. r-- CO ,__DC) CC) CO z z O N 4 OJ LJ Cd RI NFIERAIL, 1N ®TIE S 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. 9. ALL BACKFILL WITHIN RIGHT OF WAY BUST BE MECHANICALLY COMPACTED IN LIFTS. 10. ANY UTILITY OR LATERAL CROSSING CLOSER THAN 8 INCHES IN SEPARATION REQUIRES CONCRETE ENCASEMENT. 03 Fzz W D.1 xx W W W SCALE: 1"=50' EX. 8" PVC (N) EX. 8" PVC (NE) --12" OF EXISTING 8" PVC STUB 0 45% HORZ.: 1"=50' SCALE: 915 910 905 900 895 890 885 880 875 w 0_ 0 LL-1 w w 0_ 0 w w 0)1\1 T. N o aE 0000075 STATE OF A/DIAN P ss /ANAL c4' uNr111IInlitk os DATE. 2/18/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION 0 COPYRIGHTED BY THE SCHNEIDER CORP (2003) ‘Ib Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering SANITARY MANHOLE