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HomeMy WebLinkAboutC105 Overall PlanI BRENWICK DEVELOPMENT COMPANY CARMEL, INDIANA PROJECT NO.: 1238.030 DRAWN BY: sge CHECKED BY: MJD SHEET TITLE: OVERALL PLAN DRAWING FILE': N: \1238 \030 \DWGS \C104.DWG XREF: 026 BS.DWG XREF: 012BS.DWG XREF: MID —BS DWG XREF: 3001ABS.DWG SHEET NO.: C 05 L] I] r *MOW 1 -1 1 1 1 1 11� 11 1 1 ,10 11'11 1 1 Ps* ei, BROCCOLI BILLS FE. ELEV.= 898.50 0 O 11 HORSEFERRY ROAD EXISTING DRIVE 26' (APIIRENT) }4 R/W 15.55' HOLEY MOLEY SAYS "DON'T DIG BLIND" i iiiiiiiiiii "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. ASSUMED NORTH SCALE: 1 =30' 000 x ELEV DESC 000.00 Benchmark Information LJECCTIENOID Existing Storm Sewer Existing Sanitary Sewer Existing Contour Existing Elevation w/ description All Other Finish Grades Flow Arrow 1Cr-IE RAIL, IN 10T= 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. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 7 SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 8. EXPANSION JOINTS ARE 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. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 12. 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. 13. ALL FILL AREAS 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). TBM #44 USGS Benchmark cut "x" north bonnet bolt in fire hydrant east side Hoover Road ±100' south of Claridge Farm entrance Elevation 893.39 (NGVD 29) TBM #1 Cut north end of island, south side of intersection of Horseferry Road and Bird Cage Walk Elevation 893.99 TBM #2 Top of botton step at the northwest most corner, north set of stairs for Meeting House Building Elevation 900.35 TBM #3 Cut "X" north bolt of fire hydrant, east side of Hoover Road, ±100' south of Gwynmere Run, entry to Claridge Farms Elevation 893.39 NOTE: CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP REGIONAL WASTE DISTRICT PRIOR TO CONSTRUCTION OF ALL LATERAL CONNECTIONS AND EXTENSIONS FROM THE SANITARY SEWER MAIN TO CLEANOUT. FURTHERMORE, C.T.R.W.D. SHALL BE NOTIFIED PRIOR TO ANY LATERAL CONNECTIONS TO BUILDINGS. C.T.R.W.D.: (317)844 -9200 CANDY FELTNER. ©1STE R .0357 j STATE OF fl 4N 1010 A� DA 10 THIS DRAVVNG AND THE IDEAS, DESIGNS AND CONCEPTS C 'NTAINED HEREIN ARE THE EXCLUSIVE INTELLECT AL PROPERTY OF THE SCHNEIDER CORPORAT N, AND ARE NOT TO BE USED OR REPRODUCE IN WHOLE OR IN PART, WITHOUT THE WRIT 'EN CONSENT OF THE SCHNEIDER CORPORA110N. COPYRI(HTED BY THE SCHNEIDER CORP. (2003) Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS ITS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 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 DATE: 10/30/03 PROJECT NO.: 1238.030 DRAWN BY: sge CHECKED BY: MJD SHEET TITLE: OVERALL PLAN DRAWING FILE': N: \1238 \030 \DWGS \C104.DWG XREF: 026 BS.DWG XREF: 012BS.DWG XREF: MID —BS DWG XREF: 3001ABS.DWG SHEET NO.: C 05 *MOW 1 -1 1 1 1 1 11� 11 1 1 ,10 11'11 1 1 Ps* ei, BROCCOLI BILLS FE. ELEV.= 898.50 0 O 11 HORSEFERRY ROAD EXISTING DRIVE 26' (APIIRENT) }4 R/W 15.55' HOLEY MOLEY SAYS "DON'T DIG BLIND" i iiiiiiiiiii "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. ASSUMED NORTH SCALE: 1 =30' 000 x ELEV DESC 000.00 Benchmark Information LJECCTIENOID Existing Storm Sewer Existing Sanitary Sewer Existing Contour Existing Elevation w/ description All Other Finish Grades Flow Arrow 1Cr-IE RAIL, IN 10T= 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. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 7 SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 8. EXPANSION JOINTS ARE 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. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 12. 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. 13. ALL FILL AREAS 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). TBM #44 USGS Benchmark cut "x" north bonnet bolt in fire hydrant east side Hoover Road ±100' south of Claridge Farm entrance Elevation 893.39 (NGVD 29) TBM #1 Cut north end of island, south side of intersection of Horseferry Road and Bird Cage Walk Elevation 893.99 TBM #2 Top of botton step at the northwest most corner, north set of stairs for Meeting House Building Elevation 900.35 TBM #3 Cut "X" north bolt of fire hydrant, east side of Hoover Road, ±100' south of Gwynmere Run, entry to Claridge Farms Elevation 893.39 NOTE: CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP REGIONAL WASTE DISTRICT PRIOR TO CONSTRUCTION OF ALL LATERAL CONNECTIONS AND EXTENSIONS FROM THE SANITARY SEWER MAIN TO CLEANOUT. FURTHERMORE, C.T.R.W.D. SHALL BE NOTIFIED PRIOR TO ANY LATERAL CONNECTIONS TO BUILDINGS. C.T.R.W.D.: (317)844 -9200 CANDY FELTNER. ©1STE R .0357 j STATE OF fl 4N 1010 A� DA 10 THIS DRAVVNG AND THE IDEAS, DESIGNS AND CONCEPTS C 'NTAINED HEREIN ARE THE EXCLUSIVE INTELLECT AL PROPERTY OF THE SCHNEIDER CORPORAT N, AND ARE NOT TO BE USED OR REPRODUCE IN WHOLE OR IN PART, WITHOUT THE WRIT 'EN CONSENT OF THE SCHNEIDER CORPORA110N. COPYRI(HTED BY THE SCHNEIDER CORP. (2003) Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS ITS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 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