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Home My WebLink About04090014 Townhomes at Guilford, Construction Plans pg. 04BUILDNC 5 PAD =848.96 121.25' 47.00' r 11111 1 15' SE 382' 0 HARVARD LAN +ao ._24'0fl2 846.38 PC 4 +50.00 4 +0o y RCP MAIRMINRIMMINISVEREEM TC= 845.10 SETBACK 47.00' L O 0 GUILFORD COMMONS DRIVE POND 1 N 840.00 100 841.80 8 TOP OF BANK 844.50 BOTT M OF POND 2.00 840.70 =843.03 ANK=845.03 r OM of 832.70 TC= 847.Q0 10 BUILDING SETBACK 000 000 1:O%, 000 847.4 HP* 97. 1.O% 10' BUILDING, 233' OF 12" RCP POND 3 NP= 841, 100 844.96 TOP OF BANK 847.00 BOTTOM OF POND= 833.60 848.2 1 97,.00' I �4 I I I BUILING 9 1 PAD 847.53 I FFE 848. 1 0901 0902 09 03 0904 97!OO' B1JILDJNG 3 PAD 847,84 I FFE =849.17 1 0301 0302 10303 10304 0305 848.5 1 I 121-.25' I I. 8 0' BUILDING SETBACK (847.03) T 1 121.25' t 1 BUILDING TC= 845.50 24 OF f i. TC=846.51 1505 1504 1503 1502 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 ,A_GAINST THE LAW TO EXCAVATE WIT OUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. INTACT THE CITY OF CARMEL UTILITY DET?ARTMENT AT (317) 571 -2648 FOR FIELD LOCATIONS OF CITY WATER MAINS. NOTE: 2' CHAIRBACK CURB, PAVEMENT AND 10' ASHALT PATH TO BE BUILT BY OTHERS. 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 Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Emergency Overflow BM CUT "SQUARE" ON THE SOUTHERNMOST LIGHTBASE ON THE INTEGRATED SYSTEM'S PROPERTY (FORMERLY HEWLETT PACKARD) AND 300 FEET SOUTH OF THE CENTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST AND 95 FEET WEST OF PENNSYLVANIA STREET. ELEVATION 753.46 (NGVD 1929) TBM 1 CUT "X" ON THE NORTH BONNET BOLT ON THE FIRE HYDRANT AT THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 843.93 TBM 2 A RAILROAD SPIKE SET 1 FOT UP ON THE WEST SIDE OF POWER POLE #80 AT THE SOUTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 846.21 ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR 10 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. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL STORM SEWERS. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 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. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND WIDTH PER PLAN. 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. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. i. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 0. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 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 TIDE 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 t5 FINES PASSING A #200 SIEVE. 3. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. 4. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE w O U V LL- CM LL-1 v) No. 0000075 9,.- STATE OF E 44144.4.4 3-1-L DATE: 9/3/04 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2004) 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: 9/3/04 PROJECT NO.: 4831.002 DRAWN BY: DCC CHECKED BY: SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \4K \4831\002 \DWGS\C102-103.DWG XREF: 002 BS.DWG XREF: 4831001 S.DWG SHEET NO.: C ...e" 02 BUILDNC 5 PAD =848.96 121.25' 47.00' r 11111 1 15' SE 382' 0 HARVARD LAN +ao ._24'0fl2 846.38 PC 4 +50.00 4 +0o y RCP MAIRMINRIMMINISVEREEM TC= 845.10 SETBACK 47.00' L O 0 GUILFORD COMMONS DRIVE POND 1 N 840.00 100 841.80 8 TOP OF BANK 844.50 BOTT M OF POND 2.00 840.70 =843.03 ANK=845.03 r OM of 832.70 TC= 847.Q0 10 BUILDING SETBACK 000 000 1:O%, 000 847.4 HP* 97. 1.O% 10' BUILDING, 233' OF 12" RCP POND 3 NP= 841, 100 844.96 TOP OF BANK 847.00 BOTTOM OF POND= 833.60 848.2 1 97,.00' I �4 I I I BUILING 9 1 PAD 847.53 I FFE 848. 1 0901 0902 09 03 0904 97!OO' B1JILDJNG 3 PAD 847,84 I FFE =849.17 1 0301 0302 10303 10304 0305 848.5 1 I 121-.25' I I. 8 0' BUILDING SETBACK (847.03) T 1 121.25' t 1 BUILDING TC= 845.50 24 OF f i. TC=846.51 1505 1504 1503 1502 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 ,A_GAINST THE LAW TO EXCAVATE WIT OUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. INTACT THE CITY OF CARMEL UTILITY DET?ARTMENT AT (317) 571 -2648 FOR FIELD LOCATIONS OF CITY WATER MAINS. NOTE: 2' CHAIRBACK CURB, PAVEMENT AND 10' ASHALT PATH TO BE BUILT BY OTHERS. 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 Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Emergency Overflow BM CUT "SQUARE" ON THE SOUTHERNMOST LIGHTBASE ON THE INTEGRATED SYSTEM'S PROPERTY (FORMERLY HEWLETT PACKARD) AND 300 FEET SOUTH OF THE CENTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST AND 95 FEET WEST OF PENNSYLVANIA STREET. ELEVATION 753.46 (NGVD 1929) TBM 1 CUT "X" ON THE NORTH BONNET BOLT ON THE FIRE HYDRANT AT THE NORTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 843.93 TBM 2 A RAILROAD SPIKE SET 1 FOT UP ON THE WEST SIDE OF POWER POLE #80 AT THE SOUTHEAST CORNER OF THE SUBJECT TRACT. ELEVATION 846.21 ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR 10 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. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL STORM SEWERS. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 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. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND WIDTH PER PLAN. 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. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. i. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 0. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 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 TIDE 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 t5 FINES PASSING A #200 SIEVE. 3. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. 4. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE w O U V LL- CM LL-1 v) No. 0000075 9,.- STATE OF E 44144.4.4 3-1-L DATE: 9/3/04 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2004) 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