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Bioretention cannot be within <br />1 Oft of adjacent property. <br />2ft transition zone <br />BMP T5.12 <br />" (crushed rock) <br />BM)r7. 0 SITE ADDRESS <br />B M PT5.12 <br />1318 75TH ST SE, EVERETT WA 98203 <br />BM P T5.13 <br />A TER <br />D NAME OF OWNER <br />BMP 233 <br />75TH STSE <br />BLUE MOON REALTY LLC <br />w / E Vegetated buffer BMP123 <br />2301/2 <br />E PROJECT DESCRIPTION <br />Surface <br />PROPOSED SFR <br />BMPT5.12 <br />LOT LINE <br />\\l <br />LEGAL DESCRIPTION <br />BEVERLY PARK 1ST ADD BLK 000 D-02 <br />66No MARR.6As6oFST°,S,6N=2DD <br />W1/2 OF N 50 FT OF LOT 27 & W1/2 OF LOT28 <br />S <br />N6wA. <br />LESS PTN FOR R/W CITY OF EVE PER REC AF NO 9802030174 <br />/ <br />-> <br />23'1m.°1'onn6', - <br />PSurface runoff from driveway <br />00394000002702 shall be managed on -site and <br />not affect neighboring property <br />e <br />�E <br />PARKING CALCULATION <br /># PARKING SPOT PROPOSED : 2 FROM SFR GARAGE <br />fill <br />(1 FROM DADU GARAGE PROPOSED IN #B2109-029) <br />APPROVED <br />PUBLIC WORKS DEPARTMENT <br />BY: Abiy Tsegaye <br />DATE: 06/04/2022 <br />CITY OF EVERETT REVIEWED FOR PERMIT <br />Connect sewer to <br />exiting stub per <br />COE STD 602 <br />I <br />Perforated stub -out �M_ w <br />connection. Keep min 5 <br />1 Oft away from <br />t t d rt <br />3 w NODw w6 E <br />A " <br />R 2-52mR R[fiiO6xnA� <br />OR:2R'n 52' <br />.—ENTON: 6'n 21 V2" <br />B <br />" <br />D <br />52' - 0" <br />c <br />E' 3'WI NDOW WELL <br />E HEIGHT CALCULATION <br />STOP SIGN BASE ELEVATION =100' <br />A = 98, <br />B = 97'6" <br />C = 95' 6" <br />PR6RFORAreD D = 95' <br />�R OF <br />NOM6 A+B+C+D = 386' <br />5' GU R DIVIDED BY 4 = 96'6" <br />Dowxsaom +28' ALLO W E D <br />sDMRRDMR = 124'6" MAX HEIGHT <br />s ruc ure an grope y <br />- --------- <br />---- <br />line. BMP T5.10C <br />z <br />LOT COVERAGE BY BUILDING <br />c 6 6 s w DRAIN INLET <br />LOT SIZE = 6969 SF <br />a <br />Z BMP T5.10B/C PROPOSED SFR 52'X26' & 6'X23'= 1494 SF <br />Vegetated buffer <br />a <br />PROPOSED DADU OF 40'X24' FROM #B2109-029 = 960 SF <br />Surface <br />" <br />BM PT5.12 <br />1 \w \ <br />s w <br />-5" <br />% COVERED BY BUILDINGS = ((960+1494)/6969) * 100 = 35.21% <br />BMP 103-5„ <br />--- <br />�- --- <br />------------------— - - - - -- - -- <br />naEflFO"1ED QUANTIFIED SURFACE AREAS <br />OM6 NR°` TOTAL PROPOSED ROOF AREAS OF SFR =1845 SF <br />TOTAL PROPOSED CONCRETE DRIVEWAY OF SFR = 493 SF <br />BMP 153 <br />°Roo(PERMITR622D5-025 <br />TOTAL PROPOSED ROOF AREAS OF DADU (#B2109-029) =1161 SF <br />TOTAL PROPOSED CONCRETE DRIVEWAYTO DADU (#B2109-029) = 258.5 SF <br />BMP 150 <br />2ft transition zone <br />a <br />40'-0" Z <br />TOTAL SFR QUANTIFIED SURFACE AREAS =2338SF <br />a aJ <br />ALADD <br />TOTAL DADU QUANTIFIED SURFACE AREAS (#B2109-029)=1419.5 SF <br />(crushed rock) <br />DRINDNAV1 2' <br />BMP T5.12 <br />LEGEND: <br />a . <br />/E EY <br />---------------= <br />PROPERTY LINE: <br />Connect to BMP 105 <br />6 <br />E <br />Du RDowxsrou <br />L RBMPT5.12 <br />— — <br />—� J <br />ROOF OVERHANG: -------------------------------------------------- <br />Existing CB <br />E � <br />BMP 220 <br />BMP T7.30 <br />HOUSE LINE: <br />BMP TS.lOB/C <br />1" NEW WATER LINE: W W W W W W <br />Side sewer to be installed per COE <br />STD 601. Install clean -outs outside <br />>' NEW SEWER MAIN:s s s s s s s s s <br />the buildings and at property line.e <br />NEW OVERHEAD POWERLINE:— E E E E E E E E <br />REUSED GAS LINE <br />PER PSE: G�� G G G G G G G G <br />Existing 3/4" <br />EXISTING WATER METER:(yVM) <br />water meter <br />�J <br />NEW ELECTRIC METER: (Em) <br />NEW GAS METER: IGM) <br />CONCRETE: <br />