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REVISIONS: <br /> r oo <br /> W co <br /> r <br /> 00 <br /> Q3 rn (0 p <br /> INFILTRATION TRENCH MUST BE LOCATED A MINIMUM OF 10' FROM jrj( 1LI �W <br /> ALL PROPERTY ONES; MAY BE LOCATED 5' DOWNSTREAM FROM I I to J W 0-Z <br /> THE FOUNDATION OF THE NEW HOME 3 Z i-. W <br /> BMP 12.20 FROM THE CITY OF EVERETT 2010 STORMWATER I Q 0(D X(0 In U <br /> 5 10' MIN. MANUAL MUST BE IMPLEMENTED. I I I w=N Q N <br /> �DW Q <br /> E BSBL 92.85 00_ _ _ _ — r �'"u `i 0' <br /> S89' 31' 54'W II _ <J <br /> IJ 1 <br /> CLEANOUT I v� 3 M 4 <br /> �\I II \ p I I I r, •� F..a <br /> V \ <br /> —40' 0 <br /> c <br /> 8 SPI I <br /> 1 I � <br /> \ \ I 30LF INFILTRATION TRENCH }��� <br /> I\ 2I I I I I V 0 0 <br /> 30.85' \ I I I I I •r_ •r..1 r. U <br /> \ I IE?DGELINE = 136 22' Iz � bA <br /> \ 20' I >~ <br /> \ FONT BSBL I W W ' <br /> 20' <br /> BEAR BSBL \ I L. �� —��--10' MIN. ^ U <br /> cr <br /> cD1 \� A <br /> \ I \ T o —SS— —s —S —SS— <br /> L Z <br /> t o I <br /> GAR.1 SLAB� SS\ Z I U <br /> CLEANOUT � <br /> , 22' <br /> N 3 <br /> LLJ <br /> I <br /> cli <br /> ------ a <br /> �s -------- -------- I U u- <br /> 30 , I S I 0 <br /> Woc <br /> I $ <br /> D ' mac\ I EXISTING INGRESS, EGRESS I I 0 V V CL <br /> �W S & UTILITY EASEMENT I I Q Z (toN, qzlr <br /> s� I m W #La�°o <br /> � \ — — —SS— JS S- SS— lA3N <br /> pupNG— ' s —ss _ - —� —w— — Win— j '^ 0 IF-'v F <br /> N89' 31'L"E 5 _ _ - - I I I V, ma�ZJ <br /> SIDE BSBL 10 M H p¢ $ j 0 <br /> 1 1• BENFHM�RK � IL W a.W <br /> HEIGHT CALCULATIONS LOT COVERAGE II <br /> BENCHMARK = MANHOLE RIM = 100' ASSUMED LOT: 6,976.5 SF PROJECT NO.: 15027 <br /> WRAP FILTER FABRIC PROPOSED STRUCTURE: 1,780 SF = 25.5% <br /> AROUND WASHED ROCK A - 112' 72' DRAWN BY: ENM <br /> COMPACTED BACKFILL <br /> E - 110, -fl" IMPERVIOUS AREA ISSUE DATE: 05-21-2015 <br /> 6• { <br /> C - -no, S2' HOME & OVERHANG: 2,140 SF 10 o s o 20 -71� <br /> SHEET REV.: <br /> DRIVEWAY: 800 SF <br /> - 112' 11' DECK & PORCH: 220 SF <br /> 24• 4' PERF PIPE TOTAL 3,160 SF C�H[C SCALE <br /> + - 446' 2' / 4 = 111' 52' AVG. SCALE:1*-10' <br /> 12" WASHED ROCK INAR <br /> 139' 52' MAX- SITE INFORMATION �MNY <br /> ADDRESS: 7712 CASCADE DR <br /> PARCEL NUMBER: 00393600200602 <br /> 24" F y'yF.p ZONING: R-1 <br /> �yc EXISTING SITE AREA: 6,976 SF (0.16 ACRES) <br /> 15027EXH01.DWG <br /> CONTRACTOR <br /> INFILTRATION TRENCH DETAIL o� of 18612 Ep �� JOHN TAYLOR LEGAL DESCRIPTION <br /> NTS Es s/STER G�� EQUITY ENTERPRISES, INC. <br /> S�OHAL EN 21028 WELCH RD. SECTION 7 TOWNSHOP 28 RANGE 5 QUARTER SE - BEVERLY HOMPol <br /> E <br /> j� SNOHOMISH, WA 98296 TRACTS DIV 1 BLK 002 D-02 - LOT 2 COE SP 1202-14-05 REC <br /> 1l g (425) 512-5700 AFN 200805225059 BEING A PTN OF LOT 6 EXST PLAT SHEET 01 OF 01 <br />