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2 <br />3 <br />1 <br />-- <br />I <br />CLEAN LANDSCAPE <br />RIVER ROCK <br />ADJUST VALVE BOX TO GRADE <br />—1 <br />RAMP <br />±6% co o <br />/ CV <br />REFER TO ARCH <br />FOR HANDRAIL FDN CORNER <br />DETAILS N 1412975.52 <br />E 601130.76 <br />s <br />FINISHED FLOOR EL. <br />83.65 <br />REFER TO ARCH <br />FOR HANDRAIL <br />DETAILS <br />° ° ° -- a ��� 81.60 <br />MATCH EXISTING <br />GRADE <br />_ ........... -----------..__...__ - - - - - - - - - -- - - - - -- - - — <br />zo 2% <br />MAX <br />° ° 16.5' <br />I (TYP.) <br />4 <br />CONTRACTION JOINT wy 0 <br />I ALIGN WITH EXISTING �' ° - <br />I JOINT (TYP.) ° a ` 4" PARKING STRIPE <br />(TYP.) <br />4 2% <br />MATCH LINE I ° <br />SEE SHEET C-104 <br />I ° a 4 <br />I <br />---_--- .......... -------- __.._...__._..--_- ........ <br />_.----- <br />° a <br />/t \<7 <br />4 <br />RAMP <br />FDN CORNER <br />N 1412927.85 <br />E 601130.81 <br />, 2' No.- <br />�\_83.60 83.60 <br />REFER TO STRUCTURAL <br />FOR STOOP AND RAMP <br />DETAIL <br />5 <br />�Oi�i•��i ��y <br />F <br />7.5' <br />L <br />DRY WELL <br />SEE NOTE 1 <br />1 <br />1 <br />1 <br />I Y� <br />1 <br />1 K <br />1 <br />1 <br />1 1 <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />I <br />1 x <br />1 <br />I <br />1 <br />1 1 <br />1 <br />1 X <br />1 <br />1 .t <br />' n yX <br />I <br />1 <br />1 <br />k YySc^. <br />1 <br />1 - <br />NOTES: <br />1. DRY WELL, MODEL #117BC, (1 3"X20"X1 2"), <br />AS MANUFACTURED BY GRAINGER. FILL <br />WITH #57 STONE. REFER TO SHEET M-101. <br />2. DOWNSPOUT DRAIN PIPE SHALL BE <br />6-INCH PVC, DWV PIPE PER ASTM D2665. <br />CORE EXISTING INLET AT THE INDICATED <br />INVERT. PROVIDE A WATERTIGHT <br />PENETRATION INTO INLET. DOWNSPOUT <br />DRAIN LINES SHALL HAVE A MINIMUM 1% <br />SLOPE TOWARD INLET. <br />REFER TO STRUCTURAL <br />FOR STOOP AND RAMP <br />DETAIL <br />8/ `� N <br />83.50 83.50 <br />o�o <br />ENHAM <br />a Haskell Company <br />0SEp <br />�:• No 64107 : y <br />• M <br />.. <br />.• ; 90 e t v E OF .emu <br />�? a <br />0NA i � <br />-/-712 <br />MICHAEL JOSEPH SMITH <br />CIVIL ENGINEER <br />as <br />0 <br />0 <br />oQ <br />r <br />0 <br />0 <br />0 <br />i` <br />D <br />F— <br />z <br />U) <br />O <br />Za <br />O� <br />�o <br />O <br />LL <br />VJ <br />� <br />Y <br />Q <br />Q <br />U <br />W <br />Q <br />N <br />c�i <br />u- <br />O Q <br />O m <br />a E— <br />�.. <br />z <br />0 <br />Z <br />2 <br />�- v) <br />m <br />m <br />M <br />(/) <br />O _I <br />CV J_ <br />m <br />w <br />m <br />Of <br />O = <br />Am <br />0 75 <br />w= <br />R=I <br />n <br />= <br />NN <br />c*4 <br />w <br />< <br />3: <br />2 <br />6- <br />J <br />N. <br />F- <br />w <br />z <br />a <br />LO <br />z <br />o <br />O <br />Q <br />m <br />J <br />a <br />N <br />ZO <br />~ <br />J <br />1 <br />I <br />Z <br />ZOO <br />Q <br />(Dw <br />U <br />�_ <br />w <br />p <br />Q� <br />Q <br />m <br />U <br />~ <br />c/) <br />z <br />Z <br />� <br />U <br />J <br />w <br />m <br />0 <br />cl- <br />SHEET <br />IDENTIFICATION <br />C-103 <br />