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66Z. / <br />3BIT 882.61 - <br />• <br />883.4 <br />885.6 <br />0 885.6 <br />SB2-A <br />x 884.3 <br />x 883.0 <br />ETR <br />10 <br />0 <br />) <br />) <br />882.0 <br />883.7 <br />EBIT <br />884. <br />CL <br />883.8 <br />EBIT <br />C800.0) <br />x1011.2 <br />O 1 <br />z <br />Q x <br />EBIT883.9x 882. <br />EBIT <br />z <br />1 <br />882.7 <br />883.7x D <br />x EBIT 882.5 Ot <br />W <br />LQ <br />883.5 <br />EBIT 882.3 ( ) <br />■ <br />sA <br />• <br />• <br />• <br />883.4! <br />EBIT <br />883 <br />EBI <br />1 13 <br />W <br />3 <br />88A.1 <br />EBytT <br /><88 2 <br />82.7 <br />2.3 <br />464 <br />1 <br />Lfi 884.4 <br />Q 885.2 <br />SB3 <br />x 884.6 <br />x 884.9 <br />885.8 <br />884.4 ETRE S <br />un ETREES <br />883.6 <br />ET <br />1.4 <br />1_2 ~� <br />881.5. <br />1 12 <br />883.0 <br />EBI1 <br />882. <br />EBIT <br />8$$ 9 <br />11EESx <br />I <br />(AI <br />18 .2 <br />ETREES <br />I <br />882x2 <br />882.1 <br />1 6 <br />880.7 <br />---REP42-IEL---_ <br />881.6 Q <br />1 3M 1 10 <br />E.O.F. <br />882.9 <br />EBIT <br />A <br />883.0 <br />CL <br />A <br />A <br />882.9 <br />EBIT <br />882.50 <br />885.8 <br />885.5 <br />SB4-A <br />0 <br />040 <br />885.5 <br />ETREES <br />885.2 <br />ETREES <br />8 <br />S <br />884.8 <br />ETREES <br />885.2 <br />ETREES <br />1 884.0 <br />r ETRE EY <br />84.6 <br />-8/14.2 ETREES <br />ETREES-`. .'�� <br />p010 <br />2f 36 50 <br />884.0 <br />- 57.5-------- <br />LJ <br />882.0 L <br />m <br />y <br />J '� Hi <br />J! <br />0 <br />/ <br />1-g I\ <br />\ .o o <br />IVD <br />Y I'" In <br />1 9 882.0 <br />1, aa1.7: F882.23 <br />�19.81,.al FNDIP .--i 882.4 <br />ro <br />x 885.3 N <br />0 <br />883. <br />5.6 <br />1-A <br />8 <br />.8 <br />S <br />00083x2) <br />25 58083.3 x <br />ETREES <br />Q <br />o Stoop- <br />.5`!‘ <br />3 <br />884.0 <br />0 <br />eVir <br />31.50 <br />83.3 x <br />E EES <br />883.5 <br />ETREES" <br />884.2 <br />ETREE <br />884 <br />roposed <br />House 882.6 <br />CP <br />00 ,-�tiN <br />' 82.9 Oj� N <br />oo� 0 <br />N � 0 0 .0 <br />co <br />x 884.2 <br />884.1 <br />882.8 <br />882.51a o0882.4 <br />sZs <br />0 <br />*90 <br />8 <br />• <br />SETIP-4157 <br />1- <br />/I <br />V- <br />O <br />8: 5 <br />1 °°88 <br />19 00 <br />BB' <br />82.4 21 0 <br />882.9 - <br />oLN <br />o p, <br />882.8 <br />0 <br />890x0 <br />x 883.5 <br />888x0 <br />8' <br />k 884.1 <br />ETREES <br />886x0 <br />A <br />884. <br />ETR <br />82 <br />882.4 <br />ETR <br />88 <br />88 <br />ET <br />EES <br />882.1 <br />'ETREES <br />S <br />881.8 <br />ETREES <br />cis <br />882.0 <br />ETREES <br />8 2.0 <br />E EES <br />8:.i <br />E RE <br />883.8 <br />ETRE S <br />4.3 <br />ETREES <br />PROPOSED <br />CULVERT AS <br />NEEDED <br />1010 <br />8: <br />881.88 <br />/ FNDIP-1 <br />883.3 <br />EBIT <br />883.6 <br />CL <br />7aa2.4 N89°5O8f 7 "E <br />8 .3 <br />883.8 <br />EBIT• <br />.864.2 <br />CLx <br />EBIT <br />883.5 <br />883.3 EBIT <br />EBIT <br />EBIT <br />I69TN <br />x 884.4 <br />88,,..01372.27 73 <br />11TNID-R-MON <br />LEGENDI <br />• DENOTES IRON MONUMENT FOUND <br />O DENOTES IRON MONUMENT SET <br />DENOTES PROPOSED ELEVATION <br />DENOTES EXISTING ELEVATION <br />DENOTES DIRECTION OF DRAINAGE <br />DENOTES WOOD HUB/METAL SPIKE AT 11 <br />FOOT OFFcFT (I INI Fcc OTHFRWTcF NnTFIO <br />CL <br />884.1 <br />1 <br />1.79 <br />84.2 <br />L EBIT N <br />884.2x\\ <br />..........884 <br />883.8 <br />EBIT EBIT <br />� M <br />883.2 <br />883.8 <br />AEQIT <br />883.8 <br />CL <br />ROCK CONSTRUCTION <br />ENTRANCE PER CITY <br />REQUIREMENTS <br />883.5 <br />EBIT <br />co I <br />Ito I <br />2 <br />• <br />883.7 <br />EBIT <br />W. <br />883.7 <br />CL <br />r8. <br />EES <br />88 <br />881. <br />Ix 88 <br />7.6.9. <br />881.7 <br />882.7 <br />IIx <br />10 <br />882.17 <br />FN DIP-1/2L <br />882.E <br />183.3 <br />33 <br />883. <br />EBIT <br />881 8 <br />x883.6 <br />EBIT <br />N <br />oo <br />od <br />881.7883.5 <br />8 <br />EBIT <br />883. <br />EBIT <br />883. <br />C` <br />881.9 <br />3 <br />882.0 <br />883. <br />EBIT <br />5 � EBIT2 <br />883.5 <br />CL/ <br />k' EBIT <br />EBIT <br />883.6 <br />EBIT <br />883.6 <br />CL <br />NOTES <br />* BUILDER TO VERIFY HOUSE DIMENSIONS, SEWER <br />DEPTH AND FOUNDATION DEPTH. <br />* DRIVEWAYSARE SHOWN FOR GRAPHIC PURPOSES <br />ONLY. FINAL DRIVEWAY DESIGN AND LOCATION <br />TO BE DETERMINED BY CONTRACTOR. <br />* FINISHED GRADE ADJACENT TO HOME SHALL BE <br />0.5 FEET BELOW TOP OF BLOCK EXCEPT AT <br />883.7 <br />EBIT <br />883. <br />CL <br />883. <br />CLx <br />33 <br />883.3 <br />EBIT <br />L <br />I69TI- <br />C83X2 A VENL <br />883.6 <br />N. <br />883.3 <br />CL EBIT <br />0 <br />W <br />zI <br />883.2 <br />EBIT x <br />883.1 <br />EBIT <br />883.3 <br />CL <br />883. <br />CL <br />883.3 <br />CL <br />883.6 <br />BIT <br />883.1 <br />BIT <br />883.2 <br />EBIT <br />33 <br />883.2 <br />EBIT <br />I <br />883.4 <br />EBIT <br />81 <br />DIAG: 86.0 X 58.0 = ] <br />(8 FOOT POURED WALL <br />PROPOSED ELEVA <br />TOP OF WALL = <br />GARAGE FLOOR = <br />