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III ' <br /> <br />GRADING NOTES: <br /> ...... B/W=999 O <br /> <br />2 k~OIJ1R~CTOR SHALL FIELD VER~?Y THE LOCATIONS AND ELEVATIONS OF <br /> EXISTING UTILITIES AND TOPOGRAPHIC FEAIURES PR$OR TO START OF SITE <br /> CRAPING THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT <br /> ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. <br /> <br /> SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON <br /> THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND <br /> OTHER UNSTABLE MATERIAL, STOCKPILE TOPSOIL AND GRANULAR FILL AT <br /> LOCATIONS DIRECTED BY CONTRACTOR, <br /> <br /> SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION <br /> TO HELP OFFSET ANY STABILllY PROBLEMS DUE TO WATER SEEPAGE OR <br /> STEEP SLOPES WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO <br /> EX~STINC PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO <br /> AVOID UNDERMINING OF THE EX~STINC PAVEMENT <br /> <br />S CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL <br /> CONTROL <br /> <br /> CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED <br /> STORM SEWER ALIGNMENTS <br /> <br />T. GRADES SHOWN ARE FINISHED GRACES, CONTRACTOR SHALL ROUGH GRADE TO <br /> SUBCRADE ELEVATION. LEAVE STREET READY FOR SUBBASE <br /> <br />B ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS. ANY <br /> ABANDONED UTILITY ITEMS. AND OTHER UNSTABLE MATERIALS SHALL BECOME <br /> THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE <br /> CONSTRUCTION SITE <br /> <br />9 COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING <br /> GRADED TO 'PLAN SUBDRADE ELEVATION' BUILDING PAD AREAS SHALL BE <br /> DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS THE PARKING <br /> LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE <br /> PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF <br /> BiTUMiNOUS PAVEMENT SECTIONS <br /> <br />10. REFER TO THE ARCHITECT'S S~TE PLAN FOR MOST CURRENT HORIZONTAL <br /> DIMENSIONS AND SITE LAYOUT. <br /> <br /> REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN. WATER MAIN SERVICE <br /> LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE <br /> <br />12 THE MINIMUM GRADED SLOPE FROM EDGE or BUILDING SHALL BE B INCHES <br /> IN 10 FEET <br /> <br /> FINISHED GROUND AND SOD ELEVATION A[MAC£NT TO BUILDING SHALL BE B" <br /> BELOW FLOOR ELEVATION SLOPE GROUND AWAY FROM BUILDING A MINIMUM <br /> OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES <br /> <br />14CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED <br /> GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE <br /> POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDiNC IN LOWER <br /> AREAS C0NIACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE <br /> REOUIRED <br /> <br />15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB <br /> AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE <br /> DRAINAGE CONTACT ARCHITECT iF FIELD ADJUSTMENTS ARE REOUIRED. <br /> <br />16. INSTALL A MINIMUM OF 4 INCHES CLASS S AGGREGATE BASE UNDER CURB <br /> AND GUTTER <br /> <br /> / <br /> <br />· FFE,990.5 <br /> <br />FFE:984,0 <br /> <br />SEE LAND~C'APE PLAN <br />FOR RETAINING' WA~ .L.L <br />DETAIL ,,.. <br /> <br />LEGEND <br /> <br />.......... ?gO ................. DENOTES EXISTING CONTOUR <br /> <br />..... 998-- .... DENOTES PROPOSED CONTOUR <br /> <br /> DENOTESBOUNDARY LINE <br /> <br />.............. DENOTES DRAINAGE/UTILITY EASEMENT <br /> <br />--'C< DENOTESEXISTING STORM SEWER <br />~,¢< DENOTESPROPOSED STORM SEWER <br />-[~[~r'1OO[~1~[~J~' DENOTESEROSION CONTROL SILT FENCE <br />- DENOTESPROPOSED RETAINING WALL <br /> DENOTESPROPOSED ROCK CONSTRUCTION ENTRANCE <br /> <br />DENOTES PERCENT OF GRADE <br /> <br />DENOTES PROPOSED SPOT ELEVATION <br />DENOTES EX~STING BUILDING <br /> <br />DENOTES PROPOSED BUILDING <br /> <br />DENOTES EXISTING STORM MANHOLE/CB <br />DENOTES PROPOSED STORM MANHOLE/CB <br />DENOTES PROPOSED FES/FES WITH RIPRAP <br /> <br /> WA2NINQ~ <br /> .............. --~--~~ THE CONTRACTOR SHALL CONTACT ALL--~F~' UTILITIES <br /> ..... '~---------~ FOR LOCATIONS OF ALL UNOERGROUNO WIRES, C~LES, <br /> .... ~'~m~S, VALVES, OR OTHER BURIED <br /> STRUCTURES BEFORE ~lG~i~~~PAIR OR <br /> REP~CE THE ABOVE WHEN DAMAGED DURING <br /> i CONSTRUCTION AT NO COST TO OWNER. <br />U S. HIGHWAy <br /> NO <br /> ~ ' 169 <br /> ~ MINOR STREET <br /> '-~ EXISTING HOLT STRE~ <br /> <br />FFE.987.0 <br /> <br />FFE,981.O <br /> <br />BENCHMARK <br /> <br />1 Spike in West foce or powerpole, second power north of <br />southeast corner of Outlot A. Elevotion = 98,5.00 (NGVD 1929) <br /> <br />-%...> ....... , : .... <br /> <br /> l/W=ggB 0 <br /> B/W=981.0 <br /> <br />LU <br /> <br />Z <br />UJ <br /> <br />~ /Ii <br /> I <br /> i <br /> <br />0 60 120 <br />SCALE IN <br /> <br />180 <br /> <br />FEETI <br /> <br />~ DUNWIDDIE <br /> AICHITECTUIE/ PI[SEIVAT ON <br /> <br />:Schoell & Madson, Inc. <br /> <br /> ELK RIDGE <br /> CENTER <br /> <br /> PUD Rezoning & <br />Development Plan <br /> <br />PRELIMINARY <br />GRADING <br />PLAN <br /> <br /> <br />