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Home My WebLink About67-96.48MI L K JI GI FI EI C M B Cn Q Cu CD 0 Q o A U i Cn 3 O to CO ca 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 131st STREET LtJ LLJ Cn N M ABRAHAM WILLIAMS RUN 131st STREET do ABRAHAM IMWAbIS RUN i SCALE-- 1 9_30. � -1 �L- FRANKLIN HALL TRAIL 131 st STREET & FRANKLIN HALL TRAIL SCALE 1' =30' UJ _) I� H r �M AA 1.7. •A I.A.JF�� W LA.J N M r-- GEORGE KIRKENDALL TRAIL 131 st STREET & GEORGE KIRKENDALL TRAIL SCALE: 1" =30' �a _.--_ - W LLJ C) M 000.00 000.00 (000.00) 14 I 15 HOLEY YOLEY SAYS DON'T D143 BLimn" 1= 800 -582 -6644 CALL TOLL FREE 1= 800 428 -6200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE IMTHOUT NOTI:YING THE UNDER(lMD LOCATION SERVICE TWO (2) WORM DAYS BEFORE COMMENCING WORK. LEGEND Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Corrected Grades Flow Arrow 1' 4' 13' 18' 13' 1 CON( 2, 15LAID 2' WALK X +0.30 -1 X +0.17 X +0.43 Irx x+0.43 X +0.17 GRADING CROSS SECTION FOR 131st STREET EAST (BLIND. DETAIL) X - CENTERLINE GRADE SHOWN ON DEW-L(" MT PLAN 4 Co BR STA 11 +6613 M-1-0 131 st STREET & BENJAMIN McDUFFEE RUN SCALE: 1' =30, 13 I- w 14 WALK I 'X + 0.30 GENERAL NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTII 2. IT SHALL BE THE RESPONSIBILITY OF EACH SL' TO VERIFY ALL EXISTING UTILITIES AND COND' PERTAINING TO HIS PHASE OF WORK. IT SH., THE SUBCONTRACTOR'S RESPONSIBUTY TO CONTAt, , OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUB - CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER 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 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 sERWCES. 6. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4' THICK AND V IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. & 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 20' 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. 15. FOR STORM AND SANITARY SEWER STRUCTURE LOCATIONS SEE DEVELOPMENT PLAN. BENCHMARK MM 11 USGS BENCHMARK DISK STAMPED "95 REP' IN CONCRETE POST f1' ABOVE GROUND AT THE NW CORNER OF 131st do RIVER ROAD. ELEVATION = 751.46 Revisions D.T.R. 8- 20-96 REVISED PER TAC COMMENTS ,p K. SEk o� f��`sTERFOoy No. �I 9500028 A- STATE OF ; W DI 5111 0 _ 4NAt. CERTIFIED BY IN MANMG AND THE OEAS. DESIGNS AND MNCEPTS CONTAINED HEREIN ARE TIE MUSYE K7EI.=MAL PROPERTY OF SDNEM D O W111 G OORPORAIION AND ARE NOT TO BE USED OR REPRODUCED IN IM10LE Qt N PART, 91H(W THE MUM MNMff OF MOMI R 049NEUM CORPOtiAWC 01996, Schneider Engineering Corporation r &1meida FnJLAI eenng C o r�.tion 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 ASSOWO, LP. ROOKS LANDING AT PRAIRIE VIEW, SECTION 0 NE CAR1iEL, INDIANA CUL-DE -SAC & INTERSECTION DETAILS Date Project No. Drawn Approv. 07/31/96 1065.21 D.T.R. L K J H C F E C Computer Flues aneet no. A a \1 065 DWGS \21 \C301 )aU-. ,k 1065\QWGS\11 \21BASE �c�� XRff: J \1065 \DINGS \11 \118ASE XREF: J: \1065 \DWGS\22\22BASE AU: 1 \1065 \DWGS\23.\23BASE REF J: X\1065 \DWGS \31 \31BASE a l0 %" t 3.00 LT -, f23 8 6 71 11 + 11+2 . 1 p 4 r-- co � R. _ \ ` + N ® - + `s BR STA 11 +66.13 BR STA,_ 47 7 1 - RANDICAP) 1 °' 3.00' RT -'� - -' . - BR STA`i f+6.13 16. RT R�p I I I i III I , 1 �' I I �'- MM I I + 16.00 RT ® BR STA 3953.43 p I I- I I I I Il HANDICAP 15.00' LT I i iii I I i i I it AMP ; I III : I BR STA 39 +53.43 i 60 I I j� - j; Co i i III 15.00 RT , fl 4. / k 7 9. ' .i =1.1 BENHAMIN McDUFFEE RUN 131 st STREET & BENJAMIN McDUFFEE RUN SCALE: 1' =30, 13 I- w 14 WALK I 'X + 0.30 GENERAL NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTII 2. IT SHALL BE THE RESPONSIBILITY OF EACH SL' TO VERIFY ALL EXISTING UTILITIES AND COND' PERTAINING TO HIS PHASE OF WORK. IT SH., THE SUBCONTRACTOR'S RESPONSIBUTY TO CONTAt, , OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUB - CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER 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 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 sERWCES. 6. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4' THICK AND V IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. & 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 20' 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. 15. FOR STORM AND SANITARY SEWER STRUCTURE LOCATIONS SEE DEVELOPMENT PLAN. BENCHMARK MM 11 USGS BENCHMARK DISK STAMPED "95 REP' IN CONCRETE POST f1' ABOVE GROUND AT THE NW CORNER OF 131st do RIVER ROAD. ELEVATION = 751.46 Revisions D.T.R. 8- 20-96 REVISED PER TAC COMMENTS ,p K. SEk o� f��`sTERFOoy No. �I 9500028 A- STATE OF ; W DI 5111 0 _ 4NAt. CERTIFIED BY IN MANMG AND THE OEAS. DESIGNS AND MNCEPTS CONTAINED HEREIN ARE TIE MUSYE K7EI.=MAL PROPERTY OF SDNEM D O W111 G OORPORAIION AND ARE NOT TO BE USED OR REPRODUCED IN IM10LE Qt N PART, 91H(W THE MUM MNMff OF MOMI R 049NEUM CORPOtiAWC 01996, Schneider Engineering Corporation r &1meida FnJLAI eenng C o r�.tion 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 ASSOWO, LP. ROOKS LANDING AT PRAIRIE VIEW, SECTION 0 NE CAR1iEL, INDIANA CUL-DE -SAC & INTERSECTION DETAILS Date Project No. Drawn Approv. 07/31/96 1065.21 D.T.R. L K J H C F E C Computer Flues aneet no. A a \1 065 DWGS \21 \C301 )aU-. ,k 1065\QWGS\11 \21BASE �c�� XRff: J \1065 \DINGS \11 \118ASE XREF: J: \1065 \DWGS\22\22BASE AU: 1 \1065 \DWGS\23.\23BASE REF J: X\1065 \DWGS \31 \31BASE a