HomeMy WebLinkAboutC306 Grading PlanE E E E E E E E E E E E E
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NKnow what'sbelow.before you dig.CallR779 LENNOX COURTC306GRADING PLAN PROJECT BENCHMARKDNR BM BOO 54, 1989IN BOONE COUNTY, CARMEL QUAD., IN THE NE ¼ OF SEC. 36,T. 18 N., R. 2 E., 2ND P.M.; ABOUT 1.0 MILE NORTHEAST OFZIONSVILLE; AT THE INTERSECTION OF DAUGHERTY DRIVEAND WEST 121ST STREET, IN THE NORTHEAST ¼ OF THEINTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, 42.3FEET NORTHEAST OF AND ACROSS WEST 121ST STREETFROM A UTILITY POLE, 25.8 FEET NORTH OF THE CENTERLINEOF WEST 121ST STREET, 20.5 FEET WEST-NORTHWEST OF AMETAL TELEPHONE PEDESTAL, 20.2 FEET SOUTHWEST OF AWOOD FENCE END POST, 18.5 FEET EAST OF THE CENTERLINEOF DAUGHERTY DRIVE, 15.7 FEET NORTHWEST OF THE TOPOF THE CENTER OF A CMP CULVERT UNDER DAUGHERTYDRIVE, 15.4 FEET WEST OF THE SOUTHEAST CORNER OF ABRICK WALL, 10.1 FEET SOUTHWEST OF THE NORTHWESTCORNER OF A BRICK WALL, 5.8 FEET SOUTHWEST OF A METAL“DAUGHERTY DR” SIGN POST, LEVEL WITH THE GROUND; ADEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.900.76 NAVD 88SITE TEMPORARY BENCHMARK1. CUT X ON THE NORTH BOLT OF A FIRE HYDRANT LOCATED47 FEET EAST OF THE NORTHWEST CORNER OF PARCEL I.ELEV.901.82 NAVD 882. RAILROAD SPIKE ON THE NORTH SIDE OF A UTILITY POLELOCATED ON THE EAST SIDE OF MICHIGAN ROAD 115 FEETNORTH AND 93 FEET EAST OF THE SOUTHEAST CORNEROF PARCEL I.ELEV.901.81 NAVD 88GENERAL GRADING NOTES1.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASICMATERIALS AND CONSTRUCTION METHODS.2.FILL MATERIAL SHALL CONSIST OF SOIL OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. SOILSHALL BE FREE FROM ORGANIC MATTER, LARGE ROCKS AND OTHER DELETERIOUS SUBSTANCES. THE FILL MATERIAL SHALLBE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIALWILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTUREBUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTIONTESTS SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS. THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCEWITH INDOT SECTION 211.3.MAXIMUM LAWN SLOPE IS 3:1.4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES AND OTHERFACILITIES IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITHAVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCEDURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS RESPONSIBILITY OF THECONTRACTOR.5.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.6.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS.7.ALL GRADES AT BOUNDARY SHALL MEET EXISTING.8.ANY PART OF SANITARY / STORM SEWER AND WATER MAIN TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BEBACKFILLED WITH GRANULAR MATERIAL.9.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.10.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS ORSHORTAGE OF SOIL IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THEREQUIREMENTS FOR STOCKPILING, REMOVING OR IMPORTING OF SOIL.11.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDINGCONDITIONS.12.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OFTHE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS.13.GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER - STREET CROSSINGS.14.ALL PROPOSED CURB TO BE STRAIGHT CURB UNLESS NOTED OTHERWISE.15.ALL STORM SEWERS SHALL BE CLEANED AND TELEVISED, AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED. THIS INCLUDESPOWER, GAS AND CABLE.WSNELEGEND:POND SECTION A-ANOT TO SCALE