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Home My WebLink About04100003 VOWC Sect 5002, Construction Plans, pg 02TC= 901.70 X. 27" RCP 0. IO RMAL POOL-=898.00 00'XEAR ELEV. =,,;901:74 OTr ELEV.= 890.0 TOP OF :BANK E1 EV.= 903.70 MIN. RIPRAP REQUIRED BLOCK "A COMMONS DO&SE EX. TC =902.0 35.00 2' :ALLEY ESMT 60.00' 50.0 04.78 905.4 O 905.8 500 MFFE =908.3 104.88' 905.49 905.89 906.81 905.0 F R P 904.1 133.03' 496 ME=907.8 TC= 904.30 903.9 130.34' 497 MI=FE =907.6 498 MFFE =907.6 TC= 904.57 2 +00 FILSON THE 905.19 3 00 3+ 905.84_ 905.59 905.17 OZ' 1� 104.89' 905.4 10' DU &SE 487 MFFE 906.7 904.5 TC= 904.91 488 MFFE =906.7 901.71 904.1 2 +00 PC. -24 29' OF 12" RCP TC =Q1. '63 69.43' 905.5 901.8 1 ail�� 129.74 901.34 905.1 901.5 903.9 904.6 EX. TC =903.0 TC= 903.28 545 MFFE =905.8 PC 6+ 8.65 0 7, 8" PVC. 130.00' 544 MFFE -905.4 10 DU &SE __MFFE =904.5 QI 6 +00 5 +75;0 EX. 8" PVC 476 NOTE: 131ST. STREET ROAD IMPROVEMENTS TO BE COMPLETED IN THE FUTURE. ASSUMED NORTH SCALE: 1 50 (000.00) 1000.001 1 ME 1 IL.IE.CTIEkkNTID HOLEY MOLEY SAYS ec DON'T DIG BLINDn '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. Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grades Storm Structure Number Sanitary Structure Number Flow Arrow 6" Subsurface Drain Swale (0 Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Denotes 12' AIIey (PRIVATE AIIey Easement) MFFE= Minimum Finished Floor Elevation Emergency Flood Routing GlEN] I D 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. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. 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. 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 5' IN WIDTH. 7. 5' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 8. 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. 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 (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. 14. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. 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 w \\\`wvuutiuur�rr�uuiii ON 1STE No. 0000075 /3 STATE OF .4L 0s/oNAL uilrmml,m"o E t.4.414, 3-.1, DATE: 10/05/04 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) t 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 z DATE: 10/05/04 PROJECT NO.: 1238.5002 DRAWN BY: DCC CHECKED BY: SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \5002 \DWGS \C101. DWG XREF: 5001 BS.DWG, 5002 BS.DWG XREF: 5003- BS.DWG, CAl2.DWG SHEET NO.: C ...e" Or TC= 901.70 X. 27" RCP 0. IO RMAL POOL-=898.00 00'XEAR ELEV. =,,;901:74 OTr ELEV.= 890.0 TOP OF :BANK E1 EV.= 903.70 MIN. RIPRAP REQUIRED BLOCK "A COMMONS DO&SE EX. TC =902.0 35.00 2' :ALLEY ESMT 60.00' 50.0 04.78 905.4 O 905.8 500 MFFE =908.3 104.88' 905.49 905.89 906.81 905.0 F R P 904.1 133.03' 496 ME=907.8 TC= 904.30 903.9 130.34' 497 MI=FE =907.6 498 MFFE =907.6 TC= 904.57 2 +00 FILSON THE 905.19 3 00 3+ 905.84_ 905.59 905.17 OZ' 1� 104.89' 905.4 10' DU &SE 487 MFFE 906.7 904.5 TC= 904.91 488 MFFE =906.7 901.71 904.1 2 +00 PC. -24 29' OF 12" RCP TC =Q1. '63 69.43' 905.5 901.8 1 ail�� 129.74 901.34 905.1 901.5 903.9 904.6 EX. TC =903.0 TC= 903.28 545 MFFE =905.8 PC 6+ 8.65 0 7, 8" PVC. 130.00' 544 MFFE -905.4 10 DU &SE __MFFE =904.5 QI 6 +00 5 +75;0 EX. 8" PVC 476 NOTE: 131ST. STREET ROAD IMPROVEMENTS TO BE COMPLETED IN THE FUTURE. ASSUMED NORTH SCALE: 1 50 (000.00) 1000.001 1 ME 1 IL.IE.CTIEkkNTID HOLEY MOLEY SAYS ec DON'T DIG BLINDn '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. Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grades Storm Structure Number Sanitary Structure Number Flow Arrow 6" Subsurface Drain Swale (0 Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Denotes 12' AIIey (PRIVATE AIIey Easement) MFFE= Minimum Finished Floor Elevation Emergency Flood Routing GlEN] I D 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. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. 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. 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 5' IN WIDTH. 7. 5' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 8. 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. 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 (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. 14. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. 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 w \\\`wvuutiuur�rr�uuiii ON 1STE No. 0000075 /3 STATE OF .4L 0s/oNAL uilrmml,m"o E t.4.414, 3-.1, DATE: 10/05/04 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) t 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 z