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SE1/4,SE 1/4,SEC.24,728N.,£4E, W.M. <br />• CITY OFEVERE7T, WASHINGTON <br /> 112th STREET SE IMPERVIOUS AREA: <br /> ON-SITF <br /> SS BUILDING ROOF 1,345 SF. <br /> N89'07, - -4 - *DRIVEWAYS/WALKWAYS 400 SF. <br /> W _ " W I TOTAL 1,745 SE <br /> APPROX. LOCATION OF w NEW 6P C SIDE SEWER Wo <br /> EX. WATER METERS PER 15'R/W DEEDING PER N OFF-SITE- 112TH STREET FRONTAGE <br />• N NEW ETT 20'CURB I GIS MAPPING -SUPERIOR COURT CASE L0, <br /> NEW 20102-2-05681-2uoo DRIVEWAY&CURB CUT 304 SF. <br /> CUT PER DWG,3 C.O.E TOTAL NEW/REPLACED IMP. SURFACE=2049 SF. <br /> <-11i",i' 'S, :• *NOTE DOES NOT INCLUDE AREAS COVERED BY ROOF CAVE <br /> N89'07'04"W <br /> :::oma• 100.01' I ,,,S,' CQNC.'&VE' — — DRAINAGENOTZS: <br /> SPLASH BLOCK 1. SFR GUTTERS TO CONVEY ROOF RUNOFF TO THE NE AND <br /> ..i fi �(TYP.) fNO R BAR W/CAP SW CORNER OF THE NEW RESIDENCE. <br /> :AFM. 30442" <br />• II __" -L_ 2. DOWNSPOUTS TO SPLASH BLOCK AT EACH CORNER OF <br /> 7 I / •. .f L'4. ELOW GRADE _ THE NEW RESIDENCE SHALL CONTAIN A SPLASH PAD OR PAD <br /> �I 4/17..., V / OF CRUSHED ROCK(2'WIDE x 3'LONG x6"DEPTH)AT <br /> I' NEW SFR I ; <br /> ' �', <; {/� EACH DOWNSPOUT. <br /> 16L//1 24'x40' �I 50" OQ57�}604004]OZ•••< :r/ 3. NO MORE THAN 700 SF. OF ROOF AREA TO CONVEY TO <br /> 11--- - -�I� PAT N YYY% A SINGLE SPLASH BLOCK(=650 SF. OF ROOF AREA TO SW <br /> '� CORNER AND '695 SF. OF ROOF AREA TO NE CORNER). <br /> / MITIGATED w 4. NEW DRIVEWAY TO SLOPE TO THE EAST, TOWARDS <br /> SPLASH BLOCK BUFFER LINE / ADJACENT RESIDENTIAL LANDSCAPING AREAS, THROUGH A 2' <br /> WIDE GRAVEL TRANSITION STRIP AND 10'MIN. VEGETATION <br />• 50' ( •) i -. °•.•..•4- /„G FLOW PATH. SEE DRIVEWAY DETAIL THIS ADDITIONAL INFO. <br /> Z,1 FLOW 500 z- <br /> _3 PATH / <br /> WRA1 <br /> W • LEGEND <br /> WRA <br /> co <br /> WRC4 <br /> o - - - - RIGHT-OF-WAY CENTER LINE <br /> WRy EXISTING PROPERTY LINE <br /> 0o W., - — — — - RIGHT OF WAY <br /> c <br />• o <br /> o - - EXISTING ADJACENT LOT LINES <br /> o - Z SS G EXISTING SANITARY SEWER <br /> oWRAS WRC, C Z SD I> EXISTING STORM DRAIN <br /> • . WRA WRA13 C W EXISTING WATER LINE <br /> O. • • <br /> • ,.i{ - — — - EXISTING CONTOURS <br /> 00573600004101 t•:.'• _ EXISTING VERTICAL CURB <br /> .^..:� EXISTING WETLAND <br /> WR e,} - — — — - WETLAND BUFFER <br /> ..<.C —> >— EXISTING STREAM <br /> //// ///'// //// EXISTING PAVEMENT EDGE <br /> • <br /> WRAll L!/f EXISTING BUILDING <br /> Z4 WRB3 I�.WRBS WRQi EXISTING CONCRETE <br /> S89'1324'E PROPOSED BUILDING <br /> 100.01' 00573600004802 LL—-J� <br /> WRB2 WRB1 <br /> 00573600004702 I �;: .''•:'..'-'•,t PROPOSED CONCRETE <br />• <br /> 1 /�n����4 j/// BUFFER REDUCTION <br /> i <br /> BUFFER ADDITION <br /> SS PROPOSED SEWER STUB <br /> W PROPOSED WATER LINE <br /> ROOF DRAIN <br />• 2'MIN. WIDE GRAVEL <br /> OUTFLOW FLOW SPREADER, 6"MIN. DEPTH <br /> SPLASH BLOCK »16'CONCRETE <br /> SLOPE-�---\ *10'MIN. VEG. <br /> 19 MIN. _ ..' �- FLOWPATH <br /> ENSURE THAT NO MORE THAN 700 SF. OF ROOF AREA OUTLET fi�����/�,��two,- -'�� <br /> FLOWS TO EACH SPLASH BLOCK. SPLASH BLOCK OUTLET �-'�`f r� �� � - Ili . <br /> TO CONTAIN A MIN. 50'VEG. FLOW PATH. *NOTE: 10'VEGETATED FLOW PATH <br />• ROOF DOWNSPOUT REQUIRED FOR EVERY 20'OF DRIVEWAY <br /> WIDTH CONTRIBUTING TO FLOW <br /> NOT TO SCALE 8"DEPTH AMENDED <br /> ' SOIL BENEATH GRAVEL EX. GROUND <br /> SCALE: 1" = 30' PER BMP T5.13 (209,MAX.SLOPE) <br /> NM 11111111115 IIM <br /> I= III DRIVEWAY DETAIL <br /> 0 30 60 <br /> NOT TO SCALE <br />• <br /> A• J <br /> �r <br /> was',r t� 1Pestern (425) <br /> 4oer Engineers, 356-2700 <br /> TAX PARCEL NO.: ztilpi z Inc. <br /> 00573600004200 "d .;. SURVEYOR .PLANNERS ENGINEERS DRAINAGE <br /> :6.A . s 45844 *�q n 9740 EVERGREEN WAY,EVERETT, WA.,98204 PLAN FOR: <br /> �' 01 sTE„ <br /> SITE <br /> SITE ADDRESS: ss1QNAL SHAFFER SFR <br /> 30 112TH STREET SE OWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE <br /> EVERETT, WA 98208 TAS 07-25-17 02 TAS 04-25-18 J. JARRELL 1"= 30' <br /> DRAWING FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO. <br /> (171666ABASEDWG JAJ N/A 17-1666-A 2 0 2 <br />