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HomeMy WebLinkAbout05040018.2:1 9, ,yo P 0 N D NO, Rq� p�Ns BLOCK "B" D . y� NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. pRopo G P�0 O�Q00�� S /jo V i rn� 1 1 CID M 20' A 1:.1 M NQ rm I W= IIMi -�I`1� 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 Village of WestClay/ \/ 1 FUTURE SECTION Q001 D Qj 500.00'00 "w Q CV 84.3 PROPOSED TENNIS COURTS E C A mss. I �� N 00'00' 120.00' CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —N -000 (Village of WestClay — North— Structure number) I I s.;- _ ASSUMED NORTH SCALE: 1 "= 30 ' HOLEY MOLEY SAYS "DON'T DIG BLIND TIT'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. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE N011FIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE e THICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY, 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES PASSING A #200 SIEVE. 13. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE Tr \ w Existing Storm Sewer �— New Storm Sewer -- - — Existing Sanitary Sewer New Sanitary Sewer SITE PLAN -- -- _ - - -- Existing Contour - Existing Elevation 000.00 New Pavement Grade WO _001 All Other Finish Grades ME Match Existing Grades DDO Storm Structure Number 00 Sanitary Structure Number Flow Arrow -------- - - - - -- 6" Subsurface Drain — Double Wall 4' SSD Lot Lateral 000.00 Swale (Fo w Water Main -- - Existing Trees -- Existing Gas Main - -- Existing Telephone =d Existing Water Main z Existing Flowline -- -- /= Existing Overhead Utilities O 2' Chairback Curb with Gutter Q2' Chairback Curb w/o Gutter OC Ashpalt Parking Lot O 9' Asphalt Path 0 4' Concrete Walk O CONCRETE HANDICAP RAMP 21 9'x18' Parking Spaces — 21 Q 12'x18' Handicap Parking Spaces —1 NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. z 0 cn w \N,N\ u►uuuu �UpU /i�i��� '\00 10000075 � STATE OF a %O��` DATE: 4/05/05 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 DATE: w 4/05105 1238.1012 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N:\ 1238 \1012 \DWGS \CLUBHOUSE \C101.DWG XREF: 1012- BS.DWG, 1012 - CLUBHOUSE- BS.DWG XREF: 9002- BS.DWG, 9004- BS.DWG XREF: 9005- BS.DWG, CA- 16.DWG XREF: CA- 19.DWG SHEET NO.: (Clan C� o � W z ^ © v.CJ�J � r­q E-1 I� W DATE: PROJECT NO.: 4/05105 1238.1012 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N:\ 1238 \1012 \DWGS \CLUBHOUSE \C101.DWG XREF: 1012- BS.DWG, 1012 - CLUBHOUSE- BS.DWG XREF: 9002- BS.DWG, 9004- BS.DWG XREF: 9005- BS.DWG, CA- 16.DWG XREF: CA- 19.DWG SHEET NO.: (Clan