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5\1 <br />,NEER <br />GRADMLEWAV <br />� <br />PL <br />� <br />dBW <br />TOP OF CURB ELEIATON <br />9 XX <br />XX. X ^ x XX <br />NEW 6' WOOD FENCE <br />(9 = <br />., <br />ii: PL 10' 8' 24' 1 24' 4' 20' RW <br />DW�CTlO1V OF FLOW XXX EXISTING GROUND VARIES FROM <br />0.2' BELOW PROPOSED GRADE TO <br />PAD ELEYAIXIN <br />XX.X <br />XX <br />[ _;� i j <br />0.2' ABOVE PROPOSED GRADE <br />_ - <br />= <br />2.9 <br />s <br />- <br />0'-0.2� <br />¢ L :1 <br />@ w <br />TDP of cuRS GRADE <br />AT LOT LINE IX/E)VSlAN <br />AX, XX Tc <br />PROPOSED GRADE <br />— <br />o'-0.2' <br />— — _ <br />— <br />12"INV <br />�, <br />93 LF 12" STORM I � <br />o <br />� 'c <br />5=.010 <br />W <br />w <br />SACK OF LOT GRADE <br />xX.x <br />SECTION C–C <br />AAASWffY W kL <br />,: _ m _'�__ <br />v <br />.� <br />SECTION q A <br />SCALE' 1 "-3' <br />SCALE: 1 "=20' <br />r <br />s <br />°' <br />s <br />s <br />1 <br />EXISTING FIELD IS RELATIVELY FLAT AND-,) <br />DRAINS IN /N A NORTHERLY DIRECTION <br />rV <br />Z� <br />`�� <br />— <br />2B 35 <br />X2836 <br />26 68 <br />_, � 29.OWIRE <br />z92z <br />11 0mfd <br />q <br />�— <br />'-, <br />X3012 <br />LlAN15 � <br />92 <br />�i iI I <br />� <br />ryy <br />Iii i <br />i <br />Ll <br />— -7_ <br />—� <br />F-WIRE <br />/ <br />29 18 <br />«VIRE <br />29.88 <br />FWIRG <br />FWIRE <br />Y <br />� <br />80 LF 6 MASONRY WALL <br />� <br />\ <br />BY OTHERS) SEE NOTE <br />O <br />LE <br />c_ <br />10 <br />� <br />tie <br />Iii i;j, <br />� � � <br />3 <br />\ <br />A <br />N <br />28.9 <br />8 <br />2 .0 <br />� <br />— <br />29.1 29.3 29.4 <br />0 0 0 <br />4 <br />9.5 <br />3 <br />29.8 <br />o 2 <br />r., 30.1 <br />30.5 <br />�i <br />�r I <br />m pEs <br />; <br />Mr <br />�� <br />IWWWWW <br />EXISTING TREE <br />TO BE REMOVED <br />9 <br />t+ <br />��• <br />-- - — <br />_ <br />// <br />g' <br />o <br />V <br />a <br />t <br />IIAI;I <br />U. <br />e <br />Zv <br />� <br />SCC <br />�•_ <br />� <br />O <br />.off <br />4 <br />XXX <br />�^�� � � <br />fXISANG GATE <br />TO REAGUNI <br />W <br />( <br />W <br />Q <br />8 <br />8 <br />p� <br />S DEL RE 1 CWRT o <br />o � <br />R-VALUE TEST <br />HOLE LOCATION � �'•, o <br />� <br />I <br />- - +- - <br />r <br />- I <br />- -----f -- - - + <br />�. T <br />^. <br />t - 4 T <br />07 - - <br />p <br />o <br />W <br />' z <br />O , <br />• °u <br />u a <br />• <br />. <br />• \ <br />10v�O <br />I <br />:. v <br />0 / V <br />i a••" <br />• � <br />•v a' <br />` <br />• <br />�� <br />• <br />/ <br />do <br />y" <br />a,1 <br />�� <br />EXISTING WROUGHT IRON <br />\V <br />o <br />� <br />FENCE TO RE71WN <br />m <br />S2 <br />EXISTING TREES <br />TO BE REMOVED <br />W <br />JN <br />8 g <br />29� F2-9.41 <br />30.5 <br />�i <br />$ <br />12 <br />13 <br />29.0 <br />2 <br />29 <br />9 8 <br />30. <br />— — — — <br />r2-8.31 <br />� <br />g <br />/ <br />83 IF 6 MASONRY WALL <br />(BY OTHERS) SEE N07EEXIS <br />la <br />TO RT EAA4 /N NG L <br />x <br />/ <br />MATCH EXISTING <br />5 <br />� <br />I <br />pp <br />I <br />MASONRY WALL <br />Will <br />EXISTING AREA DRA/NS ON WEST SIDE <br />OF MASONRY WALL (TYPICAL) <br />MATCN IXl 17NG <br />A10' SIDEW <br />C <br />IXIS71NG WROUGHT <br />_ } <br />IRON FENCE TO �EMA/N <br />GRADE TO GRAIN (T1 P) <br />(I <br />I I <br />roP of SasIN <br />r <br />- XISTbvG R�fEivTI0N aAWN <br />263W <br />L <br />P� <br />_ — <br />° <br />Hill. 25_6 <br />�� <br />�,o� <br />� �� <br />_ <br />STORM DRAW <br />10 <br />NOTE <br />� <br />J <br />RETENTION BASIN <br />�� <br />RIP RAP SWALE PER <br />"� <br />I <br />B <br />CONTRACTOR SHALL SUBMIT STRUCTURAL PLANS, <br />CALCULATIONS AND DETAILS OF MASONRY WALL TO C.D.D. <br />b <br />STD D-24 (7YP) <br />BUILDING DEPARTMENT FOR APPROVAL AND SUBSEQUENT <br />1.0® <br />0 <br />.Ox <br />FIELD INSPEC77ON PRIOR <br />TO INSTALLA770N. <br />ti� 20 0 <br />EROSION CONTROL PIPE <br />DISCHARGE PER STD D-22 �o �' <br />/ <br />/256 <br />IXIST/NG MASONRY <br />WALL TO REMAIN <br />/ <br />9 <br />R=70.0 <br />\ / <br />\ / <br />( 10' MIN 16' _ 48' �r __- <br />1 <br />-�. <br />_ 46' <br />52'-_--_----- <br />50' <br />13' <br />0' M/N <br />\ / <br />- <br />GRAD£ TO DRAIN <br />R=15.0 <br />ry° <br />----- <br />ox -- <br />R=15.0' <br />CHAIN LINK FENCE WITH PLASTIC <br />SLATS PER SID DETAIL D-12 <br />n1oRT <br />/ <br />SECTION B–B <br />SHEET <br />CSCALE.- <br />1 "=20' <br />18' WIDE DOUBLE G4Al 7E <br />I <br />fiWM irA I <br />SCXE I !� 201 <br />COPYRIGHT© 2" <br />MCRENGI KIG <br />OF $HEFTS <br />5\1 <br />