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HomeMy WebLinkAbout04110042.21920 � ygC)r1 = HOLEY MOLEY SAYS 144 0 +56 c e DON'T w w TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO DIG 1 417 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 147 0 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 148 BLIND 1 +40 149 418 2 +51 O.S.H.A. 1 415 0 +87 STANDARDS FOR WORKERCSAW TY.APPLICABLE z 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD $ 0 +52 VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION Q 1+71 BEGINS. � - 915 CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. � w w J 888.88 (NW) 888.88 (SW) NEAREST DOWNSTREAM MANHOLE. (MH) Co `A' "ITS THE A rY CAL 2 WORKING EFO G 6. N 00 1- 800 - 382 -5544 3: SPECIFIED. CALL TOLL FREE EX. SANITARY SEWER LATERAL STATIONS 7. 00 60 � N PER INDIANA STATE LAW IS -69 -1991. MEASURED FROM DOWNSTREAM MANHOLE IT IS AGAINST THE LAW TO EXCAVATE U-) EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE r---q 00 ' 00 "" '- Q o0 00 910 N Z 00 00 00 Z z X L'JO 00 00 > Z Q �0� 00 C/-) zzhz o,zZ o 00000 °O x w M o 00I- z� 905 ��zzz� �_o w X 900 _ _ _ - -- _-- - - - - -- II I I I I 895 I I I t I I I I 890 I I I I I I I I I I 885 I I I L -1 161' 0.45% 880 z � w � Z U� co Co � Z 00 Q � C/-) o 00 oa;00� � C o Z O U-) CV CD - - - - - - - - - - - - - - - - - - - - - - U W W V) W W Cn O Q _ z z 0 LJ 8 "PVC � 8 "PVC 154' 0.45% � SANITARY SEWER PLAN LOT � ygC)r1 = HOLEY MOLEY SAYS 144 0 +56 c e DON'T 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO DIG 1 417 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 147 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 148 BLIND 1 +40 149 418 2 +51 O.S.H.A. 1 415 0 +87 STANDARDS FOR WORKERCSAW TY.APPLICABLE 417 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD $ 0 +52 VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION -�\ I 1+71 BEGINS. � - 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. A438 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE 888.88 (NW) 888.88 (SW) NEAREST DOWNSTREAM MANHOLE. (MH) `A' "ITS THE A rY CAL 2 WORKING EFO G 6. WYES AND LATERALS TO BE 6° PIPE UNLESS OTHERWISE 1- 800 - 382 -5544 SPECIFIED. CALL TOLL FREE EX. SANITARY SEWER LATERAL STATIONS 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR PER INDIANA STATE LAW IS -69 -1991. MEASURED FROM DOWNSTREAM MANHOLE IT IS AGAINST THE LAW TO EXCAVATE w EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE r---q LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE LOT D/S MH LATERALSTA. 144 416 0 +56 145 417 0 +43 146 1 417 1+44 147 418 0 +42 148 418 1 +40 149 418 2 +51 156 1 415 0 +87 157 417 1 +02 158 418 0 +52 159 418 1+71 160 418 2 +79 172 A438 1 +07 EXISTING SANITARY SEWER WITHOUT N01IFYING THE UNDERGROUND END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO LOCATION SERVICE TWO (2) WORKING THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF DAYS BEFORE COMMENCING WORK. 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. STIR. EX. TC 1 PROP. TC EX. INV. IN EX. INV. OUT 438 901.47 901.47 883.0 (W) 882.72(S) 415 897.10 900.70 883.88 (W) 883.88 (E) 416 899.30 901.00 E-+ Z 885.02 (E) 885.22 (N)) 417 1 900.70 900.10 885.82 (NE) 885.82 (SW) 418 889.40 900.30 886.66 (NE) 886.66 (SW) 419 889.90 901.00 888.05 (NE) 888.05 (SW) 888.25 (NW) 420 889.80 902.90 888.88 (NW) 888.88 (SW) TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 SCALE: 1 "= 50' 920 11 SANITARY SEWER PROFILE ss5 II �:�Iall Existing Grade New Grade Granular Backfill SCALE: HORZ:: 1"=50' VERT.: 1 " =5' z 0 w T No. 0000075 STATE OF /ONAiL tm� °���\• DATE: 11/30/04 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. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004]) IC4601 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 - Sheet Detoll Number Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 6 7 Service Connection To Main Sewer Wye & Lateral Capping Detail C802 8 Concrete Drop Manhole SHEET NO.: E-+ Z Q) z z ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. SCALE: 1 "= 50' 920 11 SANITARY SEWER PROFILE ss5 II �:�Iall Existing Grade New Grade Granular Backfill SCALE: HORZ:: 1"=50' VERT.: 1 " =5' z 0 w T No. 0000075 STATE OF /ONAiL tm� °���\• DATE: 11/30/04 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. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004]) IC4601 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 DATE: PROJECT NO.: 11/30/04 1238.1012 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE C\2 N: \1 238\1 01 2\DWGS\C401-403.DWG XREF: 1012- BS.DWG, 9001- BS.DWG XREF: 9002- BS.DWG, 9003- BS.DWG XREF: 1006BS.DWG, 9004- BS.DWG O SHEET NO.: E-+ Z Q) z z 0 z � z OQ ctI --�- -I Z �q V 1 w r---q DATE: PROJECT NO.: 11/30/04 1238.1012 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1 238\1 01 2\DWGS\C401-403.DWG XREF: 1012- BS.DWG, 9001- BS.DWG XREF: 9002- BS.DWG, 9003- BS.DWG XREF: 1006BS.DWG, 9004- BS.DWG XREF: 9005- BS.DWG, SANITARY.DWG SHEET NO.: (C403