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Home My WebLink About5r ROCK DAM REQUIRED IN DITCH ( TYPICAL) I ; °� I1 , LJ P��r 0� X (WOODS) I e 6EN C H MARK U565 - Y 42 (NAVD 88 ) A STANDARD D15K, 5TAMPED Y 42 1954 2.0 MILES SOUTH ALONG THE CHICAGO, IN61ANAPOL15 AND LOUISVILLE RAILWAY FROM THE 5TATION AT CARMEL, HAMILTON COUNTY, 11 '/2 RAILS NORTH OF MILEP05T 5 170, 10 RAIL5 NORTH OF THE CRO55ING OF THE INDIANA RAILROAD, 7 RAIL5 SOUTH OF THE CRO55ING OF 111th STREET, 2 YARDS EAST OF THE EAST RAIL, IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE SWITCH SASE, AND ABOUT 8 INCHES LOWER THAN THE TRACK. ELEV. = 858.62 'Qb+ DWG FILE: C:\98\327\PLAN\98327GP1 SPELLCHK: PLOT SCALE: 1:30.000 EDIT DATE: 04/24/98 L PLOT ORIGIN: 4302.83.5635.74 EDITED BY: JCS - S121 40 5Q. YD 5. OF G" MIN. DIM. RIPRAP REQUIRED ROCK DAM REQUIRED IN DITCH ( TYPICAL ) �Ma1(�� mqllw� CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, monholes, inlets, valves, and morks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - GENERAL GRADING NOTES: 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATION5. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO 5TARTING CONSTRUCTION. THE CONTRACTOR SHALL DE RE5PON5IbLE FOR ALL FIELD DIMEN51ON5. IF ANY D15CREPANCIE5 ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITION5, THE CONTRACTOR 5HALL NOTIFY THE ENGINEER IMMEDIATELY. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES 50 A5 NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR 5HALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CON5TRUCTION 15 TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON 5ITE. ALL VERIFICATION5 (locotion, size and depth ) 5HALL bE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING 15 AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 50 A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND Ob5ERVE DURING CONSTRUCTION. 5. TRENCHES FOR ALL STORM DRAIN LINES 5HALL bE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 10 FEET OF PAVEMENT. G. AFTER 5TRIPPING TOP501L MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UN5UITAbLE MATERIAL. THE NECE55ITY FOR 5UbDRAIN5 AND/OR REMOVAL OF ANY UN5UITA5LE MATERIAL WITHIN THE PROP05ED PARKING AREAS WILL bE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER IN5TALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITION5. 8. ALL PROP05ED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATION5. 9. 5EE APPROPRIATE DETAILS TO DETERMINE 5UbGRADE ELEVATIONS BELOW FIN15H GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATION5 GIVEN AT END OF CONCRETE END 5ECTION5. 0' 30' 60' SCALE: 1"=30' LEGEND TOR TOP OF RIM INV STORM SEWER - STRUCTURE DATA TABLE BOC STR. NO. STRUCTURE TYPE CASTING TYPE FOW FACE OF WALK BOW ELEVATIONS FLOWLINE GRADE (z) CONNECT TO STRUCT. REMARKS [i4 TYPE T.O.C. UPSTM DNSTM I L__ 1 36' PIPE CATCH BASIN R-2560 185 30' RCP 834.00 829.62 827.77 1.0 2 - 2 TYPE 'C" INLET 3287-15 22 30' RCP 832.94 827.77 827.55 1.0 3 - 3 TYPE 'C' INLET 3287-15 167 30' RCP 833.03 827.55 825.88 1.0 4 - 4 TYPE"C'INLET 3287-15 82 30' RCP 829.18 825.88 822.8 1 3.5 OUT CONCRETE END SECTION REOUIRED DWG FILE: C:\98\327\PLAN\98327GP1 SPELLCHK: PLOT SCALE: 1:30.000 EDIT DATE: 04/24/98 L PLOT ORIGIN: 4302.83.5635.74 EDITED BY: JCS - S121 40 5Q. YD 5. OF G" MIN. DIM. RIPRAP REQUIRED ROCK DAM REQUIRED IN DITCH ( TYPICAL ) �Ma1(�� mqllw� CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, monholes, inlets, valves, and morks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - GENERAL GRADING NOTES: 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATION5. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO 5TARTING CONSTRUCTION. THE CONTRACTOR SHALL DE RE5PON5IbLE FOR ALL FIELD DIMEN51ON5. IF ANY D15CREPANCIE5 ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITION5, THE CONTRACTOR 5HALL NOTIFY THE ENGINEER IMMEDIATELY. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES 50 A5 NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR 5HALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CON5TRUCTION 15 TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON 5ITE. ALL VERIFICATION5 (locotion, size and depth ) 5HALL bE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING 15 AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 50 A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND Ob5ERVE DURING CONSTRUCTION. 5. TRENCHES FOR ALL STORM DRAIN LINES 5HALL bE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 10 FEET OF PAVEMENT. G. AFTER 5TRIPPING TOP501L MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UN5UITAbLE MATERIAL. THE NECE55ITY FOR 5UbDRAIN5 AND/OR REMOVAL OF ANY UN5UITA5LE MATERIAL WITHIN THE PROP05ED PARKING AREAS WILL bE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER IN5TALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITION5. 8. ALL PROP05ED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATION5. 9. 5EE APPROPRIATE DETAILS TO DETERMINE 5UbGRADE ELEVATIONS BELOW FIN15H GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATION5 GIVEN AT END OF CONCRETE END 5ECTION5. 0' 30' 60' SCALE: 1"=30' LEGEND TOR TOP OF RIM INV PIPE INVERT BOC BACK OF CURB GUT GUTTER FOW FACE OF WALK BOW BACK OF WALK FLO FLOWLINE TOB TOP OF BANK SWL SWALE EOW EDGE OF WATER EDP EDGE OF PAVEMENT DS DRAIN SPOUT PVC PLASTIC PIPE POST • EXISTING POST PWP i EXISTING POWER POLE - -oel - - EXISTING OVERHEAD ELECTRIC - -x- - EXISTING FARM FENCE EXISTING SANITARY PIPE �S` EXISTING SANITARY MANHOLE (o) EXISTING CLEANOUT 0 EXISTING DRAIN SPOUT • GP EXISTING GUARD POST *LP EXISTING LIGHT POLE EXISTING TREE �� 0 EXISTING SPOT ELEVATION X --------- 000 EXISTING CONTOUR 000.00 X PROP05ED SPOT ELEVATION 000 PROP05ED CONTOUR ®ER05ION CONTROL 5LANKET -X- -X- 51LT FENCE ER05ION CONTROL NOTES 1. LAND ALTERATION WHICH 5TRIP5 THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL 5E DONE IN A WAY THAT WILL MINIMIZE ER0510N. 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 5. TH15 PLAN SHALL NOT BE CON51DERED ALL INCLU51VE A5 THE CONTRACTOR SHALL TAKE ALL NECE55ARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE 5ITE. 4. ADDITIONAL ER05ION AND SEDIMENT CONTROL MEA5URE5 WILL BE INSTALLED IF DEEMED NECESSARY by ON 5ITE IN 5PECTION. 5. SEDIMENT LADEN WATER SHALL DE DETAINED DY ER05ION CONTROL PRACTICES A5 NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL 5E DISCHARGED FROM THE 5ITE IN A MANNER THAT CAU5E5 EROSION AT THE POINT OF D15CHARGE. 6. WA5TE5 AND UNUSED BUILDING MATERIALS SHALL NOT bE ALLOWED TO BE CARRIED FROM THE 5ITE 5Y STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WA5TE5 AND UNUSED BUILDING MATERIALS 15 REQUIRED. 7. 5EDIMENT 5EING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS 5HALL 5E MINIMIZED. CLEARING OF ACCUM- ULATED 5EDIMENT 5HALL NOT INCLUDE FLUSHING WITH WATER, CLEARED 5EDIMENT 5HALL BE RETURNED TO THE 5ITE FOR D15PO5AL. 8. 501L WHICH HA5 ACCUMULATED NEXT TO ER0510N CONTROL DEVICES 5HALL 5E COLLECTED AND RE-D15TRI15UTED ON 5ITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9. IF IN5TALLATION OF STORM DRAINAGE 5Y5TEM 5HOULD DE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS 5HALL bE COVERED WITH FILTER FABRIC. 10. ALL EX15TING 5TRUCTURE5, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA 5HALL BE REMOVED AND D15P05ED OF OFF 5ITE. BURNING 15 NOT ALLOWED ON 5ITE. 11. SCHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAINS EXP05ED 5HALL SE KEPT TO A PRACTICAL MINIMUM. THE AREA 5HALL DE 5TADILIZED A5 50ON A5 P055IbLE. TEMPORARY VEGETATION OR MULCHING 5HALL BE U5ED TO PROTECT EXP05ED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEA5E5 FOR MORE THAN 21 DAYS OR A5 DIRECTED 5Y THE ENGINEER. b) TOP501L REPLACEMENT 5HALL TAKE PLACE FROM MARCH 1 TO OCTOBER 51. 5TOCKPILE TOP501L AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL ER0510N CONTROL DEVICES 5HALL bE IN5TALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR A5 50ON A5 P05515LE. W W N Z (a Oz r W W 0 0 0 R� R' �� `�P•��STfRf�•� �� * 880303 ME OF I/0� CERTIFIED BY U) O M W 0 Z Q 0 Z Z a O a Z Z a aW W UA N Z� V= r N W 0 Z Q O� j Q W J 2 W a DATE: 04/24/98 SCALE: 1" = 50' DRAWN BY: b.E.5. CHK'D BY: IR.R.H. JOB NO. 98-527 REVISIONS SHEET NO, C&O OF