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HomeMy WebLinkAbout05030006.40FOR CONTINUATION SEE SHEET C608 920 000 915 000 0 000 I— LLJ J 000 00C 910 LLJ = W O O W � r- CD co 1070, 00 00 W > 0 CD co r 00 00 � o Z Z o C:) w rn _ Ni.- zzz 905 M CD r--:� 900 WITHOUT NOTIFYING THE UNDERGROUND 895 O�� 890 LOCATION SERVICE TWO (2) WORKING 885 O O co _ 880 DAYS BEFORE COMMENCING WORK. 904 � \ D -000 000 000 - 000 0 000 000 000 00C F J __ Z (. Z_ O O j � r O W � W > D p Z p = w C:) w _ N wo� m wLn 904 � \ D -000 000 000 - 000 Description 000 000 000 00C F J __ Z (. Z_ 1- 800 - 382 -5544 j N N �r7 W > CALL TOLL FREE STORM SEWER PLAN o =o HOLEY MOLEY SAYS "DON'T DIG BLIND STORM SEWER PROFILE _JI � z = O W � CD 00 M CD Q�U> � � z Existing Grade New Grade "IT'S THE LAW" Description C803 J Z CALL 2 WORKING DAYS BEFORE YOU DIG F J __ Z (. Z_ 1- 800 - 382 -5544 j N N �r7 W > CALL TOLL FREE = w N O O w PER INDIANA STATE LAW IS -69 -1991. _ N wo� m IT IS AGAINST THE LAW TO EXCAVATE M CD r--:� m WITHOUT NOTIFYING THE UNDERGROUND co _ CD O�� _ O LOCATION SERVICE TWO (2) WORKING _. O O co _ 0 a DAYS BEFORE COMMENCING WORK. coCD O ocvoo OO =D ( 0 o I I Io 0 t l l OUZO I 0 0 !I Cif 0 I (~n�zz I, Cn zz CD z � � 0 w 24 I "PVC 283' 0.25% I 150' 0.24% 24 I 24 I m D C o 400, � fTl Io o D � o I �N I I cn STORM SEWER PROFILE _JI � z = O W � CD 00 M CD Q�U> � � z Existing Grade New Grade Granular Backfill Description C803 J Z Z N F J __ Z (. Z_ W j N N �r7 W > � N = w N O O w f7 _ N wo� m 01 CD 0i M CD r--:� m � 06 _.. _ co _ CD O�� _ O N co _._ _. O O co _ 0 a O Z O coCD rnZCD ocvoo OO =D O OUZO v» x� Cif (~n�zz Cn zz z � � "RCP 202' 0.25% 21 "RCP w 24 "PVC 283' 0.25% "RCP 150' 0.24% 24 24 0.30% 400, STORM SEWER PROFILE _JI � z = O W � CD 00 M CD Q�U> � � z k� Existing Grade New Grade Granular Backfill k� /W-1 4` F— ` o ��i Sheet Number Description C803 1 Bedding Detail – Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 3 Beehive Inlet Detail C803 4 Paved Area Inlet C803 2 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRap Detail @ End Section c.0 2 r1i d P P I=0NII 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 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. 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' HORZ.: 1"=50' SCALE. VERT.: 1"=5' 920 915 910 905 900 895 890 885 880 z 0 w \\`0 \\\`\\`w\oolt� 0 STE,Q� �/rf No. 10000075 � ` STATE OF O NA /AD IA �, DATE: 3/1/05 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. (2005) 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 o E- c.0 2 a d 0 a O E-1� x� b-0 w z � � w