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HomeMy WebLinkAbout05030006.63920 915 910 905 900 895 890 885 880 STORM ONNWE v3:°� U 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO tt DON'T Numbl CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) DIG TBM #44 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN C803 USGS BENCHMARK COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER - - - - -- Of � BLIND" Cn C803 2 CUT 'Y' NORTH BONNET BOLT IN FIRE HYDRANT SAFETY. NinRNA AI Pnnf EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY 0 FARM ENTRANCE. ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. ZVI z ELEVATION — 893.39 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. i 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY � Q MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTON OF THE COVER FROM THE TOP OF THE "IT'S THE LAWS PAVEMENT TO THE TOP 0 HE INSTALLED PIPE SHALL, BE THE C1d PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE CALL 2 WORKING DAYS BEFORE YOU DIG MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD 1- 800 - 382 -5544 PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE CALL TOLL FREE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN, 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 SEWER 000- -- 000 ---- 0 —000 � REQUIRED 30' BUFFER YARD -- COMMONS 7s7 HARLESTON POND —� POND 5 NORMAL POOL =898.7 TOP OF BANK =904.6 100 YEAR =902.6 PLAN PROFILE I I � 761 ow � N U W Cn O D Ln Z op W O rn r-- U-) co �c� co O NIOPKAal PnOl 244' 0.20% PPYYll k� 46— 4, Sheet Numbl Description C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 3 Chairback Curb Inlet Detail C803 4 Beehive Inlet Detail - - - - -- Of � U > Cn C803 2 Storm Manhole Detail n� W NinRNA AI Pnnf Precast Concrete End Section E5 6 RipRap Detail @ End Section �a ZVI z CD f� O 766 EXISITNG NORMAL POOL= 8f3.00 100 YEAR ELEV.= 901.70 BOTTOM ELEV.= 890.0 TOP OF BANK ELEV.= 903.70 MIN. EXISTING 1, Village of We tCIOy SECTION 5002 SCALE: 1 " =50' Z O � Q U - O W N W � Z � p O W co O Cd O Cr) �Cz V 00 N:\ 1238\ 6001 \DWGS \PINCKNEY \C601- 603.DWG 00 - - - - -- Of � U > Cn Z E — EXISTING POND n� W NinRNA AI Pnnf TE Existing Grade New Grade Granular Backfill 12 "RCP 920 915 910 11 905 900 895 890 �I SCALE: HORZ.: 1"=50' VERT.: 1" =5' ::1 z O w rr \ \ \ \ \ \ \ \IIIIIillllllllll // �� ON T ��`O° \SO G \STERN No. 10000075 STATE OF c 0,� /NDIANP S/ONAL 11 G °\\\\`. 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) f4llb 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 DATE: PROJECT NO.: 3/11/05 1238.6001 DRAWN BY: CHECKED BY: ww o STORM SEWER �Cz V DRAWING FILES: N:\ 1238\ 6001 \DWGS \PINCKNEY \C601- 603.DWG XREF: 6001 -BS. DWG XREF: 6002- BS.DWG XREF: 6003- BS.DWG XREF: PINCKNEY- BS.DWG XREF: CA2I.DWG E — SHEET NO.: n� W w a �a ZVI z CD z O � Q C1d r� W DATE: PROJECT NO.: 3/11/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N:\ 1238\ 6001 \DWGS \PINCKNEY \C601- 603.DWG XREF: 6001 -BS. DWG XREF: 6002- BS.DWG XREF: 6003- BS.DWG XREF: PINCKNEY- BS.DWG XREF: CA2I.DWG XREF: STORM.DWG SHEET NO.: (CI6,C3