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SE 1/4, SE 1/4, SEC.24, T.28N.,R.4E., W.M. <br /> CITY OFEVERETT,, WASHINGTON <br /> 112th STREET SE IMPERVIOUS AREA: <br /> ON-SITE <br /> SS <br /> SS Q BUILDING ROOF 1,345 SF. <br /> N89'O7's - I- - - *DRIVEWAYS/WALKWAYS 400 SF. <br /> NEW 6" PVC_ TOTAL 1,745 SF. <br /> W APPROX. LOCATION OF! SIDE SEWER W W <br /> cn <br /> EX, WATER METERS PER 15' R/W DEEDING PER 0OFF-SITE - 112TH STREET FRONTAGE <br /> � EVERETT GIS MAPPING -SUPERIOR COURT CASE von <br /> NEW 20' CURB #02-2-05681-2 vonDRIVEWAY & CURB CUT 304 SF. <br /> CUT PER C.O.E. <br /> W ST pWG'3)5 •/77// '/7L .7/ /// //' /// ❑ TOTAL NEW/REPLACED IMP. SURFACE = 2,049 SF. <br /> I.� : °.' CONG°"WAL1C` ^ 4" 1 *NOTE DOES NOT INCLUDE AREAS COVERED BY ROOF EAVS. <br /> In :. . e. ° ° <br /> N89'07 04" <br /> ' ° i' Q° DRAINAGE NOTES: <br /> i 00.01 <NEAr ✓�-- c,,0,� CQNC. DR VE <br /> D4V1'• ,`; / e ^.... d 1. SFR GUTTERS TO CONVEY ROOF RUNOFF TO THE NE AND <br /> - _ ',../-•-.-. SPLASH BLOCK ° TND.R,BAR W/CAP SW CORNER OF THE NEW RESIDENCE. <br /> _ — — °: ..*) YP.) 4"AFM. 30442" <br /> Irr———. —— v ,/- <br /> (T� f1; BELOW GRADE 2. DOWNSPOUTS TO SPLASH BLOCK AT EACH CORNER OF <br /> THE NEW RESIDENCE SHALL CONTAIN A SPLASH PAD OR PAD <br /> � <br /> ' NEW SFR (I <br /> 4/17 /// OF CRUSHED ROCK (2' WIDE x 3' LONG x6" DEPTH) AT <br /> II EACH DOWNSPOUT. <br /> 24'x40' 50' e.. ° e ~° • / <br /> � <br /> I II FLOW 0 ,5.743600004102 e <br /> 3. NO MORE THAN 700 SF. OF ROOF AREA TO CONVEY TO <br /> Ii / PATH °'° d. . j A SINGLE SPLASH BLOCK ( 650 SF. OF ROOF AREA TO SW <br /> tr3 <br /> CORNER AND X695 SF. OF ROOF AREA TO NE CORNER). <br /> W <° 4. NEW DRIVEWAY TO SLOPE TO THE EAST, TOWARDS <br /> SPLASH BLOCK �r <� ADJACENT RESIDENTIAL LANDSCAPING AREAS, THROUGH A 2' <br /> 50'„�(lyp') MITIGATED - N ° 11///,.z WIDE GRAVEL TRANSITION STRIP AND 10' MIN. VEGETATION <br /> ,� <br /> --Flow 5�� BUFFER LINE Z °p ,. • FLOW PATH. SEE DRIVEWAY DETAIL THIS ADDITIONAL INFO. <br /> PATH / (INSTALL SPILT e <br /> \ RAIL FENCE) •1 <br /> CNI"' �y n LEGEND <br /> oo <br /> WRC4 A < e <br /> MOP k < °.. i- - RIGHT-OF-WAY CENTER LINE <br /> W <br /> WR I A. <br /> ,,, ° . EXISTING PROPERTY LINE <br /> o - WRA; e - <br /> •^ - RIGHT OF WAY <br /> o z ' I a - - EXISTING ADJACENT LOT LINES <br /> o <br /> o <br /> U <br /> - Z SS C> EXISTING SANITARY SEWER <br /> o <br /> in WRA5 WRC 4 Z SD EXISTING STORM DRAIN <br /> WRA 2 °"" I `C W EXISTING WATER LINE <br /> o WRA13 ° <br /> - EXISTING CONTOURS <br /> ”"4 00573600004101 1 EXISTING VERTICAL CURB <br /> ° EXISTING WETLAND <br /> WRQVI <br /> , I : .). - - WETLAND BUFFER <br /> > > EXISTING STREAM <br /> I //// //// //// EXISTING PAVEMENT EDGE <br /> F/////// <br /> WRA 11 ////// EXISTING BUILDING <br /> Z4WR834 WR85 WRC 1 ° ° ° - EXISTING CONCRETE <br /> S89'13'24"E �r �� PROPOSED BUILDING <br /> 100.00' 00573600004802 LI---JI <br /> WR82 WR81 . <br /> 00573600004702 I '`:� PROPOSED CONCRETE <br /> /77T/T////7/7 ��/, / <br /> F //// BUFFER REDUCTION <br /> BUFFER ADDITION <br /> SS PROPOSED SEWER STUB <br /> W PROPOSED WATER LINE <br /> ROOF DRAIN <br /> 2' MIN. WIDE GRAVEL <br /> OUTFLOW P FLOW SPREADER, 6" MIN. DEPTH <br /> ti t SPLASH BLOCK X16' CONCRETE <br /> \k yj I SLOPE <br /> ,/ ______L� <br /> '' 10 MIN. VEG. <br /> 19 MIN. <br /> j ''''' FLOWPATH <br /> ENSURE THAT NO MORE THAN 700 SF. OF ROOF AREA �� �S� =-:`�� ' � — ------------ <br /> • <br /> - H <br /> FLOWS TO EACH SPLASH BLOCK. SPLASH BLOCK OUTLET . _o`- , Ali , <br /> TO CONTAIN A MIN. 50' VEG. FLOW PATH. *NOTE 10' VEGETATED FLOW PATH <br /> ROOF' D 0 WNSP 0 UT REQUIRED FOR. EVERY 20' OF DRIVEWAY <br /> NOT TO SCALE WIDTH CONTRIBUTING TO FLOW <br /> 8" DEPTH AMENDED EX. GROUND <br /> SOIL BENEATH GRAVEL (20E MAX. SLOPE) <br /> SCALE: 1" = 30' PER BMP T5.13 <br /> ME 111 <br /> DRIVEWAY DETAIL <br /> 0 30 60 <br /> NOT TO SCALE <br /> i APPROVED <br /> PUBtJ ORKS DEPA-TMENT F <br /> BY 41; .t . 1!.A.�. . A J <br /> :tl% c'J)of WAS <br /> DATE r Western (425) <br /> CITY OF EVERETT'EVIEWED FOR PERMIT tiw 4'•"C <br /> Engineers, <br /> 356-2700 <br /> TAX PARCEL NO.: ek <br /> $0g—®®, ��� z r .;"Inc. <br /> 00573600004200 .d SURVEYOR 0 PLANNERS 0 ENGINEERS DRAINAGE <br /> ‘.2. '4) 45844 �,� 9740 EVERGREEN WAY, EVERETT, WA., 98204 PLAN FOR: <br /> °�4's,QiST. ,1.( SHAFFER SFR <br /> SITE ADDRESS: 6'1 ONAL <br /> 30 112TH STREET SE OWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE <br /> EVERLII, WA 98208 TAS 07-25-17 03 TAS 10-03-18 J. JARRELL 1" = 30' <br /> CITY OF EVERETT DRAWING FILENAME CHK. BY F.B. NO. JOB NO. S. 'a. <br /> 171666ABASE.DWG JAJ N A 17-1666-A OF 2 <br /> REVIEWED FOR PERMIT ewIso2--0o1 4 Clgoa—©cv <br />