HomeMy WebLinkAbout03070016 Village of West Clay Sections9006 - A&B Large Plan pg. Os=v,.L2rcuciii12 Sh eet Number Description C801 14 Bedding Detail Reinforced Concrete Pipe (RCP) C801 16,18 Curb Inlet Detail C801 17 Beehive Inlet Detail 0— I_ C801 15,19 Storm Manhole Detail C801 12 Precast Concrete End Section C802 RipRap Detail End Section [Ja Frirl DATE: 6/30 /03 PROJECT NO.: 1238.9006 DRAWN BY: CWD CHECKED BY: SHEET TITLE: STORM SEWER PLAN PROFILE DRAWING FILES: N:\1238\9006\DWGS\C603.DWG XREF: 9006BS.DWG XREF: NOR —BS —E.DWG XREF: 1009BS.DWG XREF: STORM.DWG SHEET NO.: C 6(0)3 915 895 890 885 880 875 I g o y FUTURE VILLAGE OF WESTCLAY a a 159' 1.102 1 2» _RCP 141' 0.25% 1 9 /8 0 8 2 53 FOR CONTINUATION SEE SHEET C601 15" RCP 57' 0.47% 18" RCP FOR STRUCTURE TYPES AND SIZES REFER TO HAMILTON COUNTY SURVEYOR'S OFFICE "CURB INLET DETAIL" ON SHEET C804. FOR CONTINUATION E SHEET C601 V l STORK 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. SEWER PLAN W W W W Cl] V) O CC> F— CT) F— CID U LC) cn F— W m CC U d F-- L!) 29' 0.75% 12" RCP zSCON 9 006-A W STORM SEWER PROFILE I- w W Z O F— U W CD Z W cfl F Cr) Z c O CD 28' 29' 37' 0.32% 0.32% 0.32% 36" RCP 36" RCP 36" RCP SEC. 9046-e SFC. sops-4 75 U -H Q N) CO CO X II W 74 O hr) u CO z N.P. 886.00 78 9 27" l Existing Grade Op ILISOTIENID New Grade O U W V) CD w LO Granular Backfill CD Z W CD W Ckf Q W LO Elf F— Cf) OrIENIERAIL moo. ii �i s 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 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. 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 Gil W U I I I l LJ 37' 0.81% 12" RCP SCALE: 1"=50' 895 O SCALE: VERT.: 1" 5' 915 910 905 900 890 885 880 875 A K' SEX l 4C No. -v 9500028 ct STATE OF DATE: 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. (2001) ‘1 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.56 9.8112 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 c›.3 a� 0 er <o CD CARMEL, INDIANA