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Home My WebLink AboutC101 Development Site PlanBEEHIVE EX. TC- 899.95 EX. CONCRETE CURB co. EXISTING Village of WestClay THE VILLAGE CENTER PART 1, 3004 UNIVERSITY GREEN 11 O LLJ EXISTING Village of WestClay THE VILLAGE CENTER PART 1, 3004 BLOCK "B" SPANOS APARTMENT BUILDINGS 1 CD N) w ME (900.89 EX. RAMP EX. CONCRETE WALK X W 0 CI- U EX. U 901.0 \IVERSITY CRESCE 902.4) CD CD Cid WATER MAIN 901.1) LIGHT EX. ELEC. LINE TO BE RELOCATED BEEHIVE EX. TC- 899.01 T EX. FENCE CURB INLET EX. TC= 898.86 EX. INV- 894.46 15" RCP (SW EX. INV 894.46 12" RCP (N EX. INV 894,46 12" RCP (E) PROPOSED TRUSTEES BUILDING FFE= 902.5 STAIRCASE, SEE (ARCHITECTURAL PLANS 50.00' EX. HORSE SHOE PIT 1 1/2" WATER LATERAL 50.00' PROPOSED 6" PVC SANITARY LATERAL MIN. 2% SLOPE. EX. LIGHT TO BE RELOCATED 1 900.0 I-i EX. ELEC. LINE TO BE RELOCATED EX. ELEC. LINE EX. 8" SANITARY SEWER 900.0 902.4 CC CD N W VALVE r C.O. TC= 899.9 20.94' CO CO 20.94' ME 898.85 A U 0 U EX. 8" WATER MAIN w Q EX. HYDRANT EX. VALVE EX. 12" STORM SEWER EX. 8" WATER MAIN SANITARY MANHOLE EX. TC= 899.69 EX. INV- 885.04 8" PVC (E) EX. INV 885.14 8" PVC (S) SANITARY SEWER STAIRCASE, SEE ARCHITECTURAL PLANS LJ EX. 50' R/W EX. 21,5' 1/2 R/W EX. 28.5' 1/2 R /W ow- EX. BROUCHTO 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. W LJ-J 1 PAVEMENT STREET EXISTING Village of WestClay THE VILLAGE CENTER PART 1, 3004 BLOCK "D" NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. EAST JORDAN IRONWORKS MODEL 1755 CASTING, LETTERED "SEWER" 6" PVC CAP 36" x 36" x 6" CONCRETE W APRON WITH FIBERMESH f REINFORCEMENT. PLACE MINIMUM 10" DIAMETER/- HDPE PIPE AROUND LATERAL �j��_ PRIOR TO BACKFILLING. HDPE PIPE TO EXTEND INTO' CONCRETE. \r #8 STONE BELOW CONCRETE APRON TO PREVENT SETTLING. EXTEND TO UNDISTURBED EARTH. APPROX. 90' NORMAL GRADE 1/4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED �/illage X of T WestClay THE VILLAGE CENTER PART 1, 3004 BLOCK "C" R'YLANb TOWNHOM I FLOW �i y/, i Vi, i i i CLEANOUT TYPE 2 (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) TYPICAL CLEANOUT DETAIL 11=u u it NM A 30' MIN 45' MAX. LONG RADIUS 6' -0" 1:10 L SLOPE PLAN VIEW MAX. 1:12 4' -0" 6'- 0" MINIMUM 1" CLEARANCE FROM TOP OF CAP_ TO BOTTOM __OF._CASTING EXPANSION JOINT AROUND LATERAL FINAL GRADE 6" PVC PIPE "K" (6" X 6" X 6 TEE -WYE MINIMUM 4" CONCRETE CAP FROM THE SPRING LINE TO 6" OVER PIPE, NOT TO EXTEND BEYOND FIRST PIPE JOINT OF WYE. MINIMUM CONCRETE STRENGTH OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH. ISOMETRIC PLAN Air SECTION A -A DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER 1:10 SLOPE SEWER LATERAL MAIN SEWER 2' CONC. ROLL CURB SECTION A -A WHEELCHAIR RAMP DETAIL 83IEIN(C TBM #44 USES BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 ASSUMED NORTH SCALE: 1"= 10 LISCGIENID (000.00) 1000.0 1 ME I 0 00. 0 HOLEY MOLEY SAYS ce DON'T DID 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 Denotes Elevation and Approximate Pad Size Flow Arrow 4" Subsurface Drain Swale (0 Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Electric Line Existing Flowline Existing Overhead Utilities FFE Finished Floor Elevation E] INCYTI S 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 CITY OF CAMEL SHALL APPLY FOR ALL STORM SEWERS. 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. 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 4' IN WIDTH. 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 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 0.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 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). 13. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 14. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 15. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 16. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 17. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS BUILDING SQUARE FOOTAGE. 18. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. \1 \111111 ►111 H 1,,,,,,,,,/ \)ON T 80 o, STATE OF 0000075 uNAL E44.11, mac. DATE: 1/30/04 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) 4 C 46 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: 02/02/04 PROJECT NO.: 1238.031 DRAWN BY: DCC CHECKED BY: SHEET TITLE: DEVELOPMENT SITE PLAN DRAWING FILES: N: \1238 \031 \D WGS \C101. DWG XREF: 031 BS.DWG XREF: 005BS.DWG, 3004BS.DWG XREF: BLK- C- BS.DWG, SITEMEET.DWG XREF: SPANOSAPTS.DWG, UNIBASE.DWG XREF: SHEET NO.: .d._s. BEEHIVE EX. TC- 899.95 EX. CONCRETE CURB co. EXISTING Village of WestClay THE VILLAGE CENTER PART 1, 3004 UNIVERSITY GREEN 11 O LLJ EXISTING Village of WestClay THE VILLAGE CENTER PART 1, 3004 BLOCK "B" SPANOS APARTMENT BUILDINGS 1 CD N) w ME (900.89 EX. RAMP EX. CONCRETE WALK X W 0 CI- U EX. U 901.0 \IVERSITY CRESCE 902.4) CD CD Cid WATER MAIN 901.1) LIGHT EX. ELEC. LINE TO BE RELOCATED BEEHIVE EX. TC- 899.01 T EX. FENCE CURB INLET EX. TC= 898.86 EX. INV- 894.46 15" RCP (SW EX. INV 894.46 12" RCP (N EX. INV 894,46 12" RCP (E) PROPOSED TRUSTEES BUILDING FFE= 902.5 STAIRCASE, SEE (ARCHITECTURAL PLANS 50.00' EX. HORSE SHOE PIT 1 1/2" WATER LATERAL 50.00' PROPOSED 6" PVC SANITARY LATERAL MIN. 2% SLOPE. EX. LIGHT TO BE RELOCATED 1 900.0 I-i EX. ELEC. LINE TO BE RELOCATED EX. ELEC. LINE EX. 8" SANITARY SEWER 900.0 902.4 CC CD N W VALVE r C.O. TC= 899.9 20.94' CO CO 20.94' ME 898.85 A U 0 U EX. 8" WATER MAIN w Q EX. HYDRANT EX. VALVE EX. 12" STORM SEWER EX. 8" WATER MAIN SANITARY MANHOLE EX. TC= 899.69 EX. INV- 885.04 8" PVC (E) EX. INV 885.14 8" PVC (S) SANITARY SEWER STAIRCASE, SEE ARCHITECTURAL PLANS LJ EX. 50' R/W EX. 21,5' 1/2 R/W EX. 28.5' 1/2 R /W ow- EX. BROUCHTO 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. W LJ-J 1 PAVEMENT STREET EXISTING Village of WestClay THE VILLAGE CENTER PART 1, 3004 BLOCK "D" NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. EAST JORDAN IRONWORKS MODEL 1755 CASTING, LETTERED "SEWER" 6" PVC CAP 36" x 36" x 6" CONCRETE W APRON WITH FIBERMESH f REINFORCEMENT. PLACE MINIMUM 10" DIAMETER/- HDPE PIPE AROUND LATERAL �j��_ PRIOR TO BACKFILLING. HDPE PIPE TO EXTEND INTO' CONCRETE. \r #8 STONE BELOW CONCRETE APRON TO PREVENT SETTLING. EXTEND TO UNDISTURBED EARTH. APPROX. 90' NORMAL GRADE 1/4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED �/illage X of T WestClay THE VILLAGE CENTER PART 1, 3004 BLOCK "C" R'YLANb TOWNHOM I FLOW �i y/, i Vi, i i i CLEANOUT TYPE 2 (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) TYPICAL CLEANOUT DETAIL 11=u u it NM A 30' MIN 45' MAX. LONG RADIUS 6' -0" 1:10 L SLOPE PLAN VIEW MAX. 1:12 4' -0" 6'- 0" MINIMUM 1" CLEARANCE FROM TOP OF CAP_ TO BOTTOM __OF._CASTING EXPANSION JOINT AROUND LATERAL FINAL GRADE 6" PVC PIPE "K" (6" X 6" X 6 TEE -WYE MINIMUM 4" CONCRETE CAP FROM THE SPRING LINE TO 6" OVER PIPE, NOT TO EXTEND BEYOND FIRST PIPE JOINT OF WYE. MINIMUM CONCRETE STRENGTH OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH. ISOMETRIC PLAN Air SECTION A -A DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER 1:10 SLOPE SEWER LATERAL MAIN SEWER 2' CONC. ROLL CURB SECTION A -A WHEELCHAIR RAMP DETAIL 83IEIN(C TBM #44 USES BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 ASSUMED NORTH SCALE: 1"= 10 LISCGIENID (000.00) 1000.0 1 ME I 0 00. 0 HOLEY MOLEY SAYS ce DON'T DID 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 Denotes Elevation and Approximate Pad Size Flow Arrow 4" Subsurface Drain Swale (0 Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Electric Line Existing Flowline Existing Overhead Utilities FFE Finished Floor Elevation E] INCYTI S 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 CITY OF CAMEL SHALL APPLY FOR ALL STORM SEWERS. 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. 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 4' IN WIDTH. 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 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 0.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 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). 13. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 14. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 15. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 16. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 17. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS BUILDING SQUARE FOOTAGE. 18. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. \1 \111111 ►111 H 1,,,,,,,,,/ \)ON T 80 o, STATE OF 0000075 uNAL E44.11, mac. DATE: 1/30/04 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) 4 C 46 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