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HomeMy WebLinkAbout05020007.13II 915 II 910 II 905 •11 Im Im 111111111120 875 STORM SEWER PLAN NORMAL POOL 102' 0.50'7- I/ r v u 4 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. 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 0. ;.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. 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. �1 4— c ry Sheet Detol Number Description C803 1 Bedding Detail - Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detoil (In Street) C803 4 Beehive Inlet Detail C803 2,3 Storm Manhole Detail C803 C805 9 Precast Concrete End Section RipRop Detail © End Section 803 7 Inlet Detail For Paved Area (In Alley) J Z Z W W EE M co 0') C7? J J W 1SaW(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 SCALE: 1 " =50' 915 W ^ (D moo CD W t` _. � — Q__ _ W r O O - Lci - CN O r7 a0 _ . Q �i L C)0)00 (n ZZZ ON NOr--:0000 W C) 0000 OAF- I�o0 a0co > V) O CD MZZ= (7)� OLn 00001 Q ^ O co CD c.0a) ZZ= co O � � �U »> �c>> - - J W co ��zzz Cn ��zzz � � 90C o _ n a _ 00 °r-_ 00 :z S�� STORM SEWER PROFILE 0o C 25' n JJU/ 0 0.50% 230' 0.40% 15 "RCP 12 "RCP 193' 2. 0.20% 21 "RCP 18." MIN. o CONCRETE CRADLE CLEARANCE 00 REQUIRED d I 00 z Q Q SCALE: HORZ:: 1"=50' VERT.: 1 " =5' 875 vi z M M 0 U U Q H w a 0 s Of (ii 0O z� O N Z-75 �­ > w W m \\\�a �� a►► u u u u m m � i i � �� ��i�i ,;)ON T. �G\STEI�� No. 10000075 � ` STATE OF f C> DIA P. 111111 N A 1 L ► ► E 0 DATE: 1/31/05 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. (2003) f4wiso 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 o i nV1 O w W O 2 z z O Q Q) U U Z w W DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SEC B \C601.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG, 1003- BS.DWG XREF: 1001BS.DWG XREF: STORM.DWG SHEET NO.: (C(51(an 910 _., W _ .... -. . _ _ W N J Z Z W W EE M co 0') C7? J J W W O W W W LC) M 6) W W N CV CI') m Q ^ ^ e Z CD Z = = O O - --- W STORM SEWER PROFILE 0o C 25' n JJU/ 0 0.50% 230' 0.40% 15 "RCP 12 "RCP 193' 2. 0.20% 21 "RCP 18." MIN. o CONCRETE CRADLE CLEARANCE 00 REQUIRED d I 00 z Q Q SCALE: HORZ:: 1"=50' VERT.: 1 " =5' 875 vi z M M 0 U U Q H w a 0 s Of (ii 0O z� O N Z-75 �­ > w W m \\\�a �� a►► u u u u m m � i i � �� ��i�i ,;)ON T. �G\STEI�� No. 10000075 � ` STATE OF f C> DIA P. 111111 N A 1 L ► ► E 0 DATE: 1/31/05 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. (2003) f4wiso 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 o i nV1 O w W O 2 z z O Q Q) U U Z w W DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SEC B \C601.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG, 1003- BS.DWG XREF: 1001BS.DWG XREF: STORM.DWG SHEET NO.: (C(51(an DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SEC B \C601.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1002- BS.DWG, 1003- BS.DWG XREF: 1001BS.DWG XREF: STORM.DWG SHEET NO.: (C(51(an