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HomeMy WebLinkAbout67-96.491 2 1 3 1 4 I 5 M -,32 1 .`... -�✓ L B BR STA 11 +49. HANDICAP R R STA 12 +29.29 J C 11 +00 �� _ 11 89.29 12 +00 P C :jz L _ 1 K � LLJ O ® ®y M MCC) Y p p� C1l + pO� J H G F E A C m B a r< C - C, Q o A M U OU / Cn CD 3 O Ln (D O ® BR STA 11 +49.29 HANDICAP BR STA 12 +29.29 15.00 RT _HANDICAP , �. ? , R RAMP 13.00 LO ---- -- - - -- RAMP 'L5 S -------- ---- -! �_ LO � 15.00' et LO 000 I BR STA 8+89.98 1 1'- I 21 L1 / O I - / 00 FRANKLIN HALL GEORGE KIRKENDALL TRAIL TRAIL & FRANKLIN HALL TRAIL SCALE: 1' =9 W Q c� o O W Q C Y W Q C.7 J_ Lj O W Q Y 7 1 8 1 9 1 10 I 11 THOMAS MORRIS TRACE THOMAS MORRIS TRACE SCALE 1' =30' n I 7 GEORGE KIRKENDALL TRAIL SALE: 1"=30' THOMAS MORRIS TRACE I- W 12 I 13 !" 1 14 Existing Storm Sewer - --«-- - New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer - - 000 -- - Existing Contour r. Existing Elevation 000.00 New Pavement Grade Ooo.00 All Other Finish Grades (000.00) Corrected Grades Flow Arrow MouY rout "To Y *800 882-mm CALL TOLL FIME 1-800'424200 FOR CALLS OUTSIDE OF MUM M M MM STATE L N LS-*-1»01. R IS M4W THE LAW TO DUVATE ■T1L W MOTFYMIG II1f: `WJDCNDINM) UrAlm Si WE TMO (4 MIME DAYS NOW CL1r@ICM1G WK 8 9 1 10 131st STREET & THOMAS MORRIS TRACE SCALE: 1' =30' 12 13 15 GENERAL NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING f 2 IT SHALL BE THE RESPONSIBILITY OF EACH SUBC( TO VERIFY ALL EXISTING UTILITIES AND CONDITKY PERTAINING TO HIS PHASE OF WORK. IT SHALL THE SUBCONTRACTOR'S RESPONSBUTY TO CON)P- OF THE VARIOUS U71UTIES FOR PROPER STAKE LOCATKn. OF EACH UTILITY BEFORE WORK IS STARTED. THE SUB- CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINIEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OF RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF LAWRENCE. INDIANA SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BAC FILLED 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 4' IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 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. 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 SIDEWALK AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY ZO' OR LESS. 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETURATED INTO STORM SEWER SYSTEM OR LAKE 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- 1557). 14. FOR EASEMENT LOCATIONS SEE RECORDED PLAT. 13. FOR STORM AND SANITARY SEWER STRUCTURE LOCATIONS SEE DEVELOPMENT PLAN. BENCHMARK TBM #1 USGS BENCHMARK DISK STAMPED "95 REP' IN CONCRETE POST t1' ABOVE GROUND AT THE NW CORNER OF 131st & RIVER ROAD. ELEVATION = 751.46 Revidons D.T.R 8 -20-96 REMISED PER T.A.C. COMMENTS IL KM J H M F p K. SE,�T �TE F �y No. .0 9500028 Iff STATE OF v �DI AN P G�\` r' W 0 a E W �VA'L aa►NLxxaaw�` r� 14 15 CI72TiF1ED BY THIS MAYM AND THE IDEAS. DESIGNS AND CONCEPTS 017ANED HEREWI ARE TIE D CIIISIWE NIEUECIUAL PROPERTY OF SCFNlEaE7t EINGNEETiNG CORPORATION AND ARE NOT TO BE USED OR PIPRODUCED N WNOLE OR N PART, MAHOUT THE %WIEN CONSENT OF SCHl W C DOES" OORPORATDL ©1996, Schneider Engineering Corporation rA-1 ��na FmN A is 00 0 C o ration LJ 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIs • US 317 - 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated BDC /CARDINAL ASSOCIATES, L.P. ROOKS LANDING AT PRAIRIE VIEW, SECTION ONE e CARM INDIANA CUL-DE -SAC & INTERSECTION DETAILS Date Project No. Drawn Approv. 07 -21 -96 1065.21 D.T.R. Computer Fyles Sheet No. A a \1065 DWGS \21 \C302 XRER ,k 1065 \DWGS\21 \21 BASE (C302 12 I 13 !" 1 14 Existing Storm Sewer - --«-- - New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer - - 000 -- - Existing Contour r. Existing Elevation 000.00 New Pavement Grade Ooo.00 All Other Finish Grades (000.00) Corrected Grades Flow Arrow MouY rout "To Y *800 882-mm CALL TOLL FIME 1-800'424200 FOR CALLS OUTSIDE OF MUM M M MM STATE L N LS-*-1»01. R IS M4W THE LAW TO DUVATE ■T1L W MOTFYMIG II1f: `WJDCNDINM) UrAlm Si WE TMO (4 MIME DAYS NOW CL1r@ICM1G WK 8 9 1 10 131st STREET & THOMAS MORRIS TRACE SCALE: 1' =30' 12 13 15 GENERAL NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING f 2 IT SHALL BE THE RESPONSIBILITY OF EACH SUBC( TO VERIFY ALL EXISTING UTILITIES AND CONDITKY PERTAINING TO HIS PHASE OF WORK. IT SHALL THE SUBCONTRACTOR'S RESPONSBUTY TO CON)P- OF THE VARIOUS U71UTIES FOR PROPER STAKE LOCATKn. OF EACH UTILITY BEFORE WORK IS STARTED. THE SUB- CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINIEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OF RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF LAWRENCE. INDIANA SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BAC FILLED 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 4' IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 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. 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 SIDEWALK AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY ZO' OR LESS. 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETURATED INTO STORM SEWER SYSTEM OR LAKE 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- 1557). 14. FOR EASEMENT LOCATIONS SEE RECORDED PLAT. 13. FOR STORM AND SANITARY SEWER STRUCTURE LOCATIONS SEE DEVELOPMENT PLAN. BENCHMARK TBM #1 USGS BENCHMARK DISK STAMPED "95 REP' IN CONCRETE POST t1' ABOVE GROUND AT THE NW CORNER OF 131st & RIVER ROAD. ELEVATION = 751.46 Revidons D.T.R 8 -20-96 REMISED PER T.A.C. COMMENTS IL KM J H M F p K. SE,�T �TE F �y No. .0 9500028 Iff STATE OF v �DI AN P G�\` r' W 0 a E W �VA'L aa►NLxxaaw�` r� 14 15 CI72TiF1ED BY THIS MAYM AND THE IDEAS. DESIGNS AND CONCEPTS 017ANED HEREWI ARE TIE D CIIISIWE NIEUECIUAL PROPERTY OF SCFNlEaE7t EINGNEETiNG CORPORATION AND ARE NOT TO BE USED OR PIPRODUCED N WNOLE OR N PART, MAHOUT THE %WIEN CONSENT OF SCHl W C DOES" OORPORATDL ©1996, Schneider Engineering Corporation rA-1 ��na FmN A is 00 0 C o ration LJ 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIs • US 317 - 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated BDC /CARDINAL ASSOCIATES, L.P. ROOKS LANDING AT PRAIRIE VIEW, SECTION ONE e CARM INDIANA CUL-DE -SAC & INTERSECTION DETAILS Date Project No. Drawn Approv. 07 -21 -96 1065.21 D.T.R. Computer Fyles Sheet No. A a \1065 DWGS \21 \C302 XRER ,k 1065 \DWGS\21 \21 BASE (C302 MouY rout "To Y *800 882-mm CALL TOLL FIME 1-800'424200 FOR CALLS OUTSIDE OF MUM M M MM STATE L N LS-*-1»01. R IS M4W THE LAW TO DUVATE ■T1L W MOTFYMIG II1f: `WJDCNDINM) UrAlm Si WE TMO (4 MIME DAYS NOW CL1r@ICM1G WK 8 9 1 10 131st STREET & THOMAS MORRIS TRACE SCALE: 1' =30' 12 13 15 GENERAL NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING f 2 IT SHALL BE THE RESPONSIBILITY OF EACH SUBC( TO VERIFY ALL EXISTING UTILITIES AND CONDITKY PERTAINING TO HIS PHASE OF WORK. IT SHALL THE SUBCONTRACTOR'S RESPONSBUTY TO CON)P- OF THE VARIOUS U71UTIES FOR PROPER STAKE LOCATKn. OF EACH UTILITY BEFORE WORK IS STARTED. THE SUB- CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINIEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OF RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF LAWRENCE. INDIANA SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BAC FILLED 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 4' IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 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. 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 SIDEWALK AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY ZO' OR LESS. 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETURATED INTO STORM SEWER SYSTEM OR LAKE 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- 1557). 14. FOR EASEMENT LOCATIONS SEE RECORDED PLAT. 13. FOR STORM AND SANITARY SEWER STRUCTURE LOCATIONS SEE DEVELOPMENT PLAN. BENCHMARK TBM #1 USGS BENCHMARK DISK STAMPED "95 REP' IN CONCRETE POST t1' ABOVE GROUND AT THE NW CORNER OF 131st & RIVER ROAD. ELEVATION = 751.46 Revidons D.T.R 8 -20-96 REMISED PER T.A.C. COMMENTS IL KM J H M F p K. SE,�T �TE F �y No. .0 9500028 Iff STATE OF v �DI AN P G�\` r' W 0 a E W �VA'L aa►NLxxaaw�` r� 14 15 CI72TiF1ED BY THIS MAYM AND THE IDEAS. DESIGNS AND CONCEPTS 017ANED HEREWI ARE TIE D CIIISIWE NIEUECIUAL PROPERTY OF SCFNlEaE7t EINGNEETiNG CORPORATION AND ARE NOT TO BE USED OR PIPRODUCED N WNOLE OR N PART, MAHOUT THE %WIEN CONSENT OF SCHl W C DOES" OORPORATDL ©1996, Schneider Engineering Corporation rA-1 ��na FmN A is 00 0 C o ration LJ 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIs • US 317 - 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated BDC /CARDINAL ASSOCIATES, L.P. ROOKS LANDING AT PRAIRIE VIEW, SECTION ONE e CARM INDIANA CUL-DE -SAC & INTERSECTION DETAILS Date Project No. Drawn Approv. 07 -21 -96 1065.21 D.T.R. Computer Fyles Sheet No. A a \1065 DWGS \21 \C302 XRER ,k 1065 \DWGS\21 \21 BASE (C302 14 15 CI72TiF1ED BY THIS MAYM AND THE IDEAS. DESIGNS AND CONCEPTS 017ANED HEREWI ARE TIE D CIIISIWE NIEUECIUAL PROPERTY OF SCFNlEaE7t EINGNEETiNG CORPORATION AND ARE NOT TO BE USED OR PIPRODUCED N WNOLE OR N PART, MAHOUT THE %WIEN CONSENT OF SCHl W C DOES" OORPORATDL ©1996, Schneider Engineering Corporation rA-1 ��na FmN A is 00 0 C o ration LJ 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIs • US 317 - 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated BDC /CARDINAL ASSOCIATES, L.P. ROOKS LANDING AT PRAIRIE VIEW, SECTION ONE e CARM INDIANA CUL-DE -SAC & INTERSECTION DETAILS Date Project No. Drawn Approv. 07 -21 -96 1065.21 D.T.R. Computer Fyles Sheet No. A a \1065 DWGS \21 \C302 XRER ,k 1065 \DWGS\21 \21 BASE (C302