Loading...
HomeMy WebLinkAbout05050013.6v G / 4\ 4116 FF--' FUTURE BUILDING G � G fFyq d'- W w Z z m o¢ = U w J J Q PROPOSED REGENCY 1 BUILDING V J: I� 6" S.S.D. FROM DOWNSPOUT I '10 I1 —.11; r1 E — e. a O 602 F O 603 L— r /2" L II i SANITARY SEWER PLAN MGM ::1 875 1 0.42% 8 "PVC 121' 0.42% 8 "PVC 187 SANITARY SEWER PROFILE 14®rte= HOLEY MOLEY SAYS Det0I Number J fe DON'T 910 TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO C802 5 z DIG - - - -- - - -- -- -- - -- -- - - -- - XREF: 026— BS.DWG Q ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE BLIND w PERFORMED IN COMPLIAN O.S.H.A. wz Cn STANDARDS FOR WO KERCSA ETYAPPLICABLE O 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD co ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. r Z 00 ¢ _ co z � -� �— Q ALL WYE, LATERAL AND PROFILE STA I IONS ARE FROM THE t::: < 00 `0 v' �� CD r� °° 905 cn rn 6. r` co 00 - z><�CO SPECIFIED. �M ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) w co iz FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR coz o o�� X WITHOUT NOTIFYING THE UNDERGROUND ElfU» END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO LOCATION SERVICE TWO 2 WORKING (� W of > (n I,- Z Z THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS V ") Z OTHERWISE NOTED. 900 _ X SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT MGM ::1 875 1 0.42% 8 "PVC 121' 0.42% 8 "PVC 187 SANITARY SEWER PROFILE aIE14(C 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 r j 14®rte= HOLEY MOLEY SAYS Det0I Number fe DON'T 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO C802 5 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. DIG 6 10 Connection for Main Sewer Wye & Lateral Capping Detail XREF: 026— BS.DWG 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE BLIND N� PERFORMED IN COMPLIAN O.S.H.A. wz (C40n STANDARDS FOR WO KERCSA ETYAPPLICABLE O 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD (� ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION _ co BEGINS. z 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STA I IONS ARE FROM THE r7 N00 Z NEAREST DOWNSTREAM MANHOLE. (MH) "IT'S THE LAW" 0 00 CALL 2 WORKING DAYS BEFORE YOU DIG 6. WYES AND LATERAL` TO BE 6" PIPE UNLESS OTHERWISE 1- 800 - 382 -5544 Z SPECIFIED. CALL TOLL FREE 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) PER INDIANA STATE LAW IS -69 -1991. —� FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR IT IS AGAINST THE LAW TO EXCAVATE o�� EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE WITHOUT NOTIFYING THE UNDERGROUND r� 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. aIE14(C 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 r j �— Sheet Det0I Number DRAWN BY: C802 1 Reinforced Concrete Manhole C802 5 Sewer Bedding Detail EService C802 C802 6 10 Connection for Main Sewer Wye & Lateral Capping Detail XREF: 026— BS.DWG XREF: 029— BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG N� � wz (C40n 905 - = (� ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. SCALE: 1 "-30 910 � O D 00 I N > 45 100' 0.42% 8 "PVC 0.42% 8 "PVC - -- oNL�j U-) CD U U O I W ui 0! Z_ Q J (n C) aU o w Ckf J d W U > � Z W J New Grade 00 Granular Backfill DRAWN BY: CHECKED BY: DCC CD O w r� DRAWING FILES: N: \1238 \040 \DWGS \C401.DWG XREF: 040— BS.DWG, 040— ADDTOPO.DWG XREF: 026— BS.DWG XREF: 029— BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG N� � wz (C40n 905 - = co V z Q 00 O� r� )�co co Q V) r7 N00 Z cfl 0 00 Cd � 00 0 tw '6 Z �4�~ C1� N°° W —� 00 zo o�� 900 r� � O D 00 I N > 45 100' 0.42% 8 "PVC 0.42% 8 "PVC - -- oNL�j U-) CD U U O I W ui 0! Z_ Q J (n C) aU o w Ckf J d W U > � Z SCALE: HORZ:: 1"=50' VERT.: 1 " =5' :•1 as 875 1 z 0 cn w N T. No. 10000075 STATE OF %0,�` / NDIANA / ANAL ''� �� // pq�NN��t►W������`` \\ DATE: 5/3/05 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.(2OO5)Ij f4lb 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 Existing Grade New Grade 00 Granular Backfill SCALE: HORZ:: 1"=50' VERT.: 1 " =5' :•1 as 875 1 z 0 cn w N T. No. 10000075 STATE OF %0,�` / NDIANA / ANAL ''� �� // pq�NN��t►W������`` \\ DATE: 5/3/05 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.(2OO5)Ij f4lb 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.: 5/3/05 1238.040 DRAWN BY: CHECKED BY: DCC O SANITARY SEWER r� DRAWING FILES: N: \1238 \040 \DWGS \C401.DWG XREF: 040— BS.DWG, 040— ADDTOPO.DWG XREF: 026— BS.DWG XREF: 029— BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG I~ XREF: SANITARY .DWG SHEET NO.: (C40n V z � Q z Q Q 04 Q) Q4 x 04 tw Z C1� W r� DATE: PROJECT NO.: 5/3/05 1238.040 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \040 \DWGS \C401.DWG XREF: 040— BS.DWG, 040— ADDTOPO.DWG XREF: 026— BS.DWG XREF: 029— BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG XREF: FUT— BS.DWG XREF: SANITARY .DWG SHEET NO.: (C40n