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HomeMy WebLinkAboutC603 Storm Sewer Plan & ProfileDATE: 11/30/04 HE Sheet Number Description C803 3 Bedding Detail Reinforced Concrete Pipe (RCP) C803 10 Special Straight Curb net C803 6 Beehive Inlet Detail I mo C803 5/7 Storm Manhole Detail C803 1 Precast Concrete End Section C803 2 Rip Rap Detail 1KCY S W 44' 1 2 41 h, DATE: 11/30/04 PROJECT NO.: 1238.1202 DRAWN BY: DCC CHECKED BY: SHEET TITLE: STORM SEWER PLAN AND PROFILE DRAWING FILES: N: \1238 \1202 \DWGS \C601- 603.DWG XREF: 1202ABS.DWG XREF: 1202BBS.DWG XREF: 1009BS.DWG XREF: 1201BS.DWG XREF: STORM.DWG XREF: CA11.DWG SHEET NO.: C603 910 905 900 890 885 880 875 870 865 53 W z CV N co 00 s- oo oo c_.)00 CO O Cl_ CC CO W (n -1-€72 1 53' EX SSD EXISTING CLAIRIDGE FARMS 52 9-45'- 0.38 1 1 r 1 r t r 1 w o�o ri 12 "RCP r 1 No r 1 O r 1 CO r 1 ,,6f zo I ImU>> r 1 i z 214' 0.5fl 12 "RCP -RTO ro O C5 00 J 00 CO Cr N CO 0 LT I— Z SECTION 12002-A STORM SEWER PIPE EX.1 P601 P602 P603 P604 48'2' 0.38 %4- 12 "RCP W J Q CO 0 uti I 0 FX yo 203' 0.62% CONNECT EXISTING SSD TO STRUCTURE P601. NO BLIND CONNECTIONS ALLOWED. 1E33 TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 EXISTING Village of WestClay SECTION 12001 STORK 12 "RCP STCRV Ci") Q o LL. CD J U W J W W W CO W J C.a W Lo 00 LC) 00 CO 0 0 1 SEWER PLA\ SEWER PROFILE INCYTES 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.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. v LC) cV co 00 Z W W _J L1 N U Z N CNI zi 385' PROPOSED Village of WestClay SECTION 12002 —A -9-1 0.09% II.,lEC�sIE1�� Existing Grade New Grade Granular Backfill 24 "RCP 1 C63 1 SECTION 12002 -A STORM SEWER PIPE EX.A745 G630 G631 c oo_ 0 S ©1 15q 000 Q CO CO c0 C� CC C/) SCALE: DEBRIS GUARD REQUIRED 24 "RCP 127' 0.19% STORM SEWER RECORD DRAWING HOLEY MOLEY SAYS "DON'T DIG BLINDT 'IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE L W IS -69 -1991. IT IS AGAINST THE LA TO EXCAVATE WI TH w...:NOITFING T E UNDBRCROM, D LOOATION SERVICE ,T. (2 "WORKING DAYS BEFORE COMMEN ING WORK. 1 50' 0 CO W N) HORZ.: 1"=50' SCALE VERT.: 1"=5' 240 910 905 i!: 90 9 890 885 880 875 870 865 w U U w 0 w Li-1 CC V-- 0 w o o 0 0 cn O ro ca r- 00 co 5 3UUUU1= UUUU W w O C N v LC) cf) 1`1 T ,0 GisTER /P4 e- o N o. 0000075 STATE OF o '2 DIAN G� S'ONAL Etts,4041 Vic. DATE: 3/1/04 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. (2004) ‘b, 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