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HomeMy WebLinkAbout71-01 SP Sanitary Sewer Plan and Profile C402< mom , IZAQ, P 1: VI I Z- � \ I \ a-04 I Vol 1 • • DIG BLIND T v Cy) "IT'S THE LAW* °o CALL 2 WORKING DAYS BEFORE YOU DIG O c::) 1- 800 - 382 -5544 '- CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. O 0 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LLJ U LOCATION SERVICE TWO (2) WORKING w DAYS BEFORE COMMENCING WORK. I = � FOR CONTINUATION SEE SHEET C401 II I II I ' II. i I gel of WestClay — — ; 28 AT I TURE SECTION I d1SAT. III _- II111 WYE & LAT. -- 3+37 402 = ` ..►•I �'�- .._�_ -.� 1 �- WYE do LIT. I J _ 1 +16 WYE do LAT. I 419 - -- 1 WYE dc'AT. +99 68 1 1 1 2 +891 1 1 WYE do LAT. 3 +80 1 I 1 FOR CONTINUATION SEE SHEET C401 910 0 0 i i i �--- Shed p 2 Duff0ft C801 6 Precast Reinforced Concrete Manhole C801 1 Sanitary Sewer Bedding Detoil C801 C801 10 11 Service Connection for Shallow Sewer Wye do Lateral Capping Detail C801 9 1 Service Connection for Deep Sewer 0 Cs Oi 0-'0 CR l.- CX co �� ....... 3. ........ ...... THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION OTHERWISE NOTED. ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH COMPACTED GRANULAR BACKFILL FROM -RK tT- AY TO RIGHT OF WAY. Q 895 890­­_ 885 880_­­­­- 875 870 427' 12' STUB 0 0.45% 8' PVC (W do NW) 0.45% _..._. 8 "PVC 0 0 SANITARY SEWER PLAN 1. >- S • Z 00 p 2 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE 5 ( ) H co FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE z ¢ v� ? p � N ai p PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. 905 N 0 Cs Oi 0-'0 CR l.- CX co �� ....... 3. ........ ...... THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION OTHERWISE NOTED. O�OZOpp Q NO1� 17 C3 >; 4. 00 SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT z m o "r-r�o 900 LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING '� U» > 6. ------- N- Z 895 890­­_ 885 880_­­­­- 875 870 427' 12' STUB 0 0.45% 8' PVC (W do NW) 0.45% _..._. 8 "PVC 0 0 SANITARY SEWER PLAN 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 1238.9006 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE 5 ( ) ompocted ranular Backfilt FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE N: \1238 \9008 \DWGS \C401- 402.DWG PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE XREF: SANITARY.DWG STANDARDS FOR WORKER SAFETY. END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION OTHERWISE NOTED. BEGINS. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING NEAREST DOWNSTREAM MANHOLE. (MH) LINE, UNLESS OTHERWISE NOTED. 6. WYES AND LATERALS TO BE 6' PIPE UNLESS OTHERWISE SPECIFIED. I 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 I —— FOR CONTINUATION SEE SHEET C401 I I WYE do LAT. 1 +13 � I � U I � I WYE do LAT. /� \ � 1 +76 W _ WYE do LAT. / 2 +52 \ LJ_! I "� / \ WYE do LAT. 85 U-1 _ 0 +27 V) _ to Z N f] \ O — — a — _ FAIRMOUNT 404 F I Q _ = `" o STREET I vi a F= U O_ 00 ° Q, w ° I I 143 \ / WYE & LAT. 84 LL I I 3 +40 U1W A. I AN\ , FOR CONTINUATION SEE SHEET C401 SCALE: 1 "=50' UA _ 3 C> J Q O C v CN w z 3" M C* C" C* --------- --- Lo rn ) � 4�C" pC" 0 CV :W C'4 CD Z . j Cn in ozO_ CCOOMraj U CO t: 905 a�0?00� 0- K ci > > o ------------- - - - - -- 900 . ..... . - -- ---- ---- --- --- - ----- ------- - ----- 895 -- -------- 301' 890 12' STUB 0 0.45% OF 8" PVC 885 0 880 875 ------ ---- - 870 ------- ---- ... ....... . . . ......... ... ..... ..... ..... ..... . ­ ------------- -­­­ ...... . ... .... ......... . --- - ----------------- - --- ------ .... . .... . ...... ..... SANITARY SEWER PROFILE �1L�L1J �1 V 1J..1/ PROJECT NO.: 6/30/03 1238.9006 Existing Grade New Grade ompocted ranular Backfilt SCALE: VERT.: 1"=5' v d Uj N O_° N U LU W ° i, ,,o° Jp ... ..... � �J, P .. .. 9500028 STATE OF , 4i UNA, -n wxw DATE: THIS DRAWING AND THE IDEAS, S$1 S 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. (2003 �hn IS, ider 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 III DATE: PROJECT NO.: 6/30/03 1238.9006 DRAWN BY:. CHECKED BY: CWU SHEET 7171 E: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \9008 \DWGS \C401- 402.DWG XREF: 9006BS.DWG XREF: NOR- BS -E.DWG XREF: SANITARY.DWG SHEET NO.: (C402