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Neagh and <br /> A..alat•• <br /> III5TH AVE <br /> ALL ROOF DRAINAGE AND DRIVEWAY DRAINAGE °�' • "° <br /> TO BE DIRECTED TO THE COMBINED DETENTION/WET VAULT Q <br /> 60 3 1'-0'� f4�3J as6-41e-4in <br /> PER APPROVED SUBDIVISION CIVIL PLANS o <br /> I I I I , , W m N <br /> I 0 1 1 1 1 1 1 N 87°51 '25" W 122.99' <br /> O 1- m F- <br /> 344 4' TALL. R ' " , 4 = z CI) Z ce <br /> r- . --__-- ce <br /> 346 WALL TOW 0 343) ' BSBL a 3 Q a <br /> DRIVE Q m i " -00 �� 33s O Y J w a ; w 4 <br /> `�' 0.tIti'AicE =` ; oN > o <br /> AISLE mc0 it2_. 20 I 340 w cn fr Y ( I& n <br /> Viz <br /> cgRA 1 _, - 42 z >- a <br /> 00E' hc 4I m 3 Q a o .- W, <br /> 448 HN _. s O/ to' E,'AREA IN BSMT 338 di 5,55 7 SF ' c .-'' O ° a 3 <br /> _L m - QS - 3'IA U r7 U ,, <br /> I I 'ES ' "-E - i ©J, ;--,c� W <br /> � , 3 6 m o <br /> WATER � �� i P 'N-2554� I - - 346 a m o 5 <br /> EASEMENT \\ a MAIN-4- 348, _ <br /> 11.69' ____ . -- ----1-L-WR__a__338.5 --J '''' <br /> ®WM Ir\ ,\ n( <br /> L -o- _ �__ -t <br /> WATER 5' BS-St Z K = <br /> EASEMENT N 87651 25 W 121.25 v <br /> - 11.68' i; <br /> f <br /> 0 <br /> L ai <br /> w O 0 <br /> �` V iti W� ►JCr <br /> MAXIMUM HEIGHT i�I �/ > m� <br /> CALCULATION I ALL DISTURBED AREAS TO BE AMENDED PER BMP T5.13 o <br /> A= 348 I i iti a.. a z <br /> B= 348 , Q Z <br /> C= 338 <br /> D= 348 I E 0_ <br /> TOTAL= 1382/4 I 0 <br /> 345.50 BASE GRADE 11 tu <br /> 373.50 MAX HEIGHT (28' MAXIMUM HEIGHT) 1 0 w <br /> ACTUAL HEIGHT= 371.83 i 0 o z <br /> (HOME IS 23'-4" tall -top of main floor to ridge) <br /> IMPERVIOUS CALCULATIONS �-� 1 <br /> STRUCTURE I5604 SOFT (24.696)-MAX 40% N m <br /> llg I— <br /> DRIVEWAY 62-7 SOFT C.t) <br /> WALKWAY 20 SOFT 0 K n <br /> TOTAL 20 16 SOFT 012 5 10 is 20 so 40 so � Cr)tij <br /> 0 - <br /> ALL STOCK PILES TO BE COVERED r —L—� I Q Q I 0Q E <br /> WITHIN 24 HOURS <br /> LOT 4- <br /> SHEET gli ,--� <br /> SEE C.I V I L PLANS FOR PERMANENT ICr---- - U <br /> GROUND COVER C 1 <br /> ENTIRE LOT TO BE DISTURBED SCALE: 1 "=20' <br />