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Home My WebLink About06020008 C101 Development PlanY 7 (7, Cr.." GLEBE STREET BL CK BEVERIDGE POND CS, 1 +25.& EX. TC= 902.91 903.7 620 M.F.F.E= 905.6 GLEBE STREET 901. 8 tX -PVC ..2 h aTglialika,MiLmilk@ifia ME E?f "`ESM j` 3+ k RHET SBU a v 0.50 END CONSTRUCTION 3 +05 EX. TC= 901.12 EX. IE =896.9 2iiN&C"iH601f 'Ihgglll I_'T!L.11 t 2. FROM STA. 1+26.52 TO 1+46.53 OF DEWHURST STREET TRANSITION FROM TYPICAL ALLEY 3 TO CROSS SLOPE 2 3. FROM STA. 7 +89.80 TO 8 +25.61 OF DEWHURST STREET TRANSITION FROM CROSS SLOPE 4 TO INVERTED CROWN WITH CURB c8oi .EXISTING ALLEY FROM 9 +45.50 TO 10 +70 TO BE WIDENED TO MATCH INVERTED CROWN WITH CURB 054 EXISTING Village of WestClay SECII.ON. 6_0Q1 A LEY 980 973 5 979 0 6 mON E S Village of estClay SECTION 6002 1057 977 974 975 976 4 4' WQ N WIRE FENCE ING f WestClay N 7501-A C= 900.56 4;_ 'tiggb:'4CR19 LRtltl.tl'"3tR4tli ^�@gHR"7'�414t Mqt�', "'NIIIN >'a Lap:W.P A.k'NU�iI 5 6 0 0 S TA ,v Of C I 'pljnn,' NIT! ��au� �u�uunii.�Hm�wnnn�m i�uimn.mMiminn F N CrIMEAS 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 NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 7. 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 10' 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 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD 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 MANHOLES AND VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE HOLEY MOLEY SAYS "DON'T DIG BLIND" "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"=50' t 1b L E V (000.00) 1 000.001 1 ME 000.00 MFFE 0 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 4" SSD Lot Lateral Swale (0 Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Minimum Finished Floor Elevation 1' Above Hightest Lot Grade 2' Chairback Curb with Gutter 2' Chairback Curb w/o Gutter 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 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. NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY" NOTE: ADA RAMPS ARE TO BE PLACED AT ALL WALK /CURB INTERSECTIONS. so <cLc �F` No. 1 0000075 STATE OF S' ONAL G E ufsas, DATE: 1/30/06 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. (2006) ‘Ab Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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: 1/30/06 PROJECT NO.: 1238.8002 BRENWICK DEVELOPMENT CO. CARMEL, INDIANA CHECKED BY: f Wesi IN 801 INDIANA DRAWING FILES: N: \1238 \8002 \DWGS \C101.DWG XREF: 8002BS.DWG, MID -BS -W.DWG XREF: 7501 BBS.DWG, 7501 CBS.DWG XREF: 7501RPBS.DWG, 8501BS.DWG XREF: GLEBE BS.DWG XREF: CA9.DWG, CAl2.DWG, CA21.DWG SHEET NO.: C oit 1 Y 7 (7, Cr.." GLEBE STREET BL CK BEVERIDGE POND CS, 1 +25.& EX. TC= 902.91 903.7 620 M.F.F.E= 905.6 GLEBE STREET 901. 8 tX -PVC ..2 h aTglialika,MiLmilk@ifia ME E?f "`ESM j` 3+ k RHET SBU a v 0.50 END CONSTRUCTION 3 +05 EX. TC= 901.12 EX. IE =896.9 2iiN&C"iH601f 'Ihgglll I_'T!L.11 t 2. FROM STA. 1+26.52 TO 1+46.53 OF DEWHURST STREET TRANSITION FROM TYPICAL ALLEY 3 TO CROSS SLOPE 2 3. FROM STA. 7 +89.80 TO 8 +25.61 OF DEWHURST STREET TRANSITION FROM CROSS SLOPE 4 TO INVERTED CROWN WITH CURB c8oi .EXISTING ALLEY FROM 9 +45.50 TO 10 +70 TO BE WIDENED TO MATCH INVERTED CROWN WITH CURB 054 EXISTING Village of WestClay SECII.ON. 6_0Q1 A LEY 980 973 5 979 0 6 mON E S Village of estClay SECTION 6002 1057 977 974 975 976 4 4' WQ N WIRE FENCE ING f WestClay N 7501-A C= 900.56 4;_ 'tiggb:'4CR19 LRtltl.tl'"3tR4tli ^�@gHR"7'�414t Mqt�', "'NIIIN >'a Lap:W.P A.k'NU�iI 5 6 0 0 S TA ,v Of C I 'pljnn,' NIT! ��au� �u�uunii.�Hm�wnnn�m i�uimn.mMiminn F N CrIMEAS 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 NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 7. 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 10' 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 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD 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 MANHOLES AND VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE HOLEY MOLEY SAYS "DON'T DIG BLIND" "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"=50' t 1b L E V (000.00) 1 000.001 1 ME 000.00 MFFE 0 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 4" SSD Lot Lateral Swale (0 Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Minimum Finished Floor Elevation 1' Above Hightest Lot Grade 2' Chairback Curb with Gutter 2' Chairback Curb w/o Gutter 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 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. NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY" NOTE: ADA RAMPS ARE TO BE PLACED AT ALL WALK /CURB INTERSECTIONS. so <cLc �F` No. 1 0000075 STATE OF S' ONAL G E ufsas, DATE: 1/30/06 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. (2006) ‘Ab Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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: 1/30/06 PROJECT NO.: 1238.8002 DRAWN BY: DCC CHECKED BY: SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \8002 \DWGS \C101.DWG XREF: 8002BS.DWG, MID -BS -W.DWG XREF: 7501 BBS.DWG, 7501 CBS.DWG XREF: 7501RPBS.DWG, 8501BS.DWG XREF: GLEBE BS.DWG XREF: CA9.DWG, CAl2.DWG, CA21.DWG SHEET NO.: C oit Y 7 (7, Cr.." GLEBE STREET BL CK BEVERIDGE POND CS, 1 +25.& EX. TC= 902.91 903.7 620 M.F.F.E= 905.6 GLEBE STREET 901. 8 tX -PVC ..2 h aTglialika,MiLmilk@ifia ME E?f "`ESM j` 3+ k RHET SBU a v 0.50 END CONSTRUCTION 3 +05 EX. TC= 901.12 EX. IE =896.9 2iiN&C"iH601f 'Ihgglll I_'T!L.11 t 2. FROM STA. 1+26.52 TO 1+46.53 OF DEWHURST STREET TRANSITION FROM TYPICAL ALLEY 3 TO CROSS SLOPE 2 3. FROM STA. 7 +89.80 TO 8 +25.61 OF DEWHURST STREET TRANSITION FROM CROSS SLOPE 4 TO INVERTED CROWN WITH CURB c8oi .EXISTING ALLEY FROM 9 +45.50 TO 10 +70 TO BE WIDENED TO MATCH INVERTED CROWN WITH CURB 054 EXISTING Village of WestClay SECII.ON. 6_0Q1 A LEY 980 973 5 979 0 6 mON E S Village of estClay SECTION 6002 1057 977 974 975 976 4 4' WQ N WIRE FENCE ING f WestClay N 7501-A C= 900.56 4;_ 'tiggb:'4CR19 LRtltl.tl'"3tR4tli ^�@gHR"7'�414t Mqt�', "'NIIIN >'a Lap:W.P A.k'NU�iI 5 6 0 0 S TA ,v Of C I 'pljnn,' NIT! ��au� �u�uunii.�Hm�wnnn�m i�uimn.mMiminn F N CrIMEAS 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 NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 7. 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 10' 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 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD 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 MANHOLES AND VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE HOLEY MOLEY SAYS "DON'T DIG BLIND" "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"=50' t 1b L E V (000.00) 1 000.001 1 ME 000.00 MFFE 0 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 4" SSD Lot Lateral Swale (0 Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Minimum Finished Floor Elevation 1' Above Hightest Lot Grade 2' Chairback Curb with Gutter 2' Chairback Curb w/o Gutter 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 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. NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY" NOTE: ADA RAMPS ARE TO BE PLACED AT ALL WALK /CURB INTERSECTIONS. so <cLc �F` No. 1 0000075 STATE OF S' ONAL G E ufsas, DATE: 1/30/06 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. (2006) ‘Ab Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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