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I I <br /> STORMWATER MMGATION DSTOSPusx <br /> BLOCKS,TYPICAL BENCH MARK <br /> DIRECTIONS: _ ELV 100' fL <br /> STORMWATER RUNOFF MUST BE MITIGATED ONSITE IN A MANNER THAT DOES NOT • <br /> ADVERSELY AFFECT NEIGHBORING OR DOWNSTREAM PROPERTIES.AU.PROJECTS MUST • _ L.r' .r. r <br /> COMPLY WITH THE CITY OF EVERETTSTORWMWATER MANAGEMENT MANUAL TO - ' <br /> DETERMINE THE APPLICABLE MINIMUM REQUIREMENTS FOR STORMWATER —P/L -- --r Pn —- -.L.� ,,. 7: : <br /> MITIGATION. __ __ <br /> pppppp��R�� 3 <br /> FOR PROJECTS SUBJECT TO MINIMUM REQUIREMENTS I5 SELECT THE FIRST FEASIBLE o2", 1 - 1�/, I ` Q <br /> BMP FROM THE LISTS BELOW FOR EACH SURFACE CREATED BY THE PROJECT: gyyqyy•yy PROP•.\ <br /> b� �o Z� <br /> I. Yl,% I GARAGE ° % .:I W <br /> LAWN AND LANDSCAPED AREAS: /a/..•I 24'e24' — <br /> ::BMP T5.13POST-CONSTRUCTION SOIL QUALITY AND DEPTH BMPTS.IOA F 576.E '�+'\ - F„ �- - <br /> DOWNPOUTFUU /T, FF=1. <br /> n <br /> INFILTRATION:INFILTRATION �/ If?- \ „ _ I. , <br /> ROOFS: <br /> BMP T5.30 FULL DISPERSION J — <br /> AMPT5.10A DOWNSPOUT FULL INFILTRATION SYSTEM "• o -' -_--' 1.4 <br /> ' <br /> BMP TS.14A RAIN GARDEN OR BIORETENTION _. <br /> BMP T3.108 DOWNSPOUT DISPERSION SYSTEM <br /> BMP TS.IOC PERFORATED STUB-OUT CONNECTION ;•,•;•;•;•;• -ROPOSED .'g - L - ' 1 - <br /> PERMEABLE• <br /> - <br /> n <br /> OTHERHARDSURFACES: .,.,;•; CONCRETE _ „_/ , <br /> BMP 75.30 FULL DISPERSION BMPT 5.13 ORNEWAY ' , <br /> BMP TS.1S PERMEABLE PAVEMENT POST-CONSTRUCTION.OIL tfT;'.. RIVEW I <br /> BMP T5.14 RAIN GARDEN DR BIORETENTION QUALITY&DEPTH •, • <br /> BMP T5.12 SHEET FLOW DISPERSION 1� <br /> BMP TS.II CONCENTRATED FLOW DISPERSION —'P%l'.':-;•;' PA — •—Pry <br /> II : <br /> D ......... STREET NAME p , 1 <br /> L _..._ .._.. _..._.. ... . <br /> s <br /> f <br /> \...t' q. <br /> 2 LEGEND MINWROEN PER STANDARD DRAWING 4260R 427 {: <br /> 8 PROPERTY LINE _PA _ 200 SF MINIMUM AT OVERFLOW ELEVATION <br /> q <br /> ° OVERFLOW TO CRY STORM DRAIN <br /> c EASEMENT LINE - .... <br /> - <br /> 0 EX FENCE - ;_.. -_- <br /> WM <br /> E <br /> 5 r EX 3/4"WATER SERVICE/METER _s <br /> EX SIDE SEWER SERVICE - -. <br /> Ea SEWER MAIN ---. _....._..... "a <br /> Y W WATER MAIN <br /> c <br /> c e ri q PROPOSED CONCRETE . 4 <br /> V ,1 s .. e " <br /> k PROPOSED ROOF AREA L�\N\NN\\NNN\\�J I� epp L <br /> •S S` PROPOSED CONTOURS - -- --- I A <br /> " <br /> iS UNDERGROUND DRUMS Xeev°MIYLIBIOW. <br /> = CONTRACTOR TO VERIFY CanI Wore you dig. A. <br /> 3 EXACT LOCATION AND DEPTH <br /> C SUBMITTED FOR PERMIT REVIEW&APPROVAL BY PROJECT ADDRESS:(EXAMPLE 3200 CEDAR STREET) <br /> Y <br /> CITY OF EVERETT 3100 Cedar Street,1Rd FloorEverett,WA98201 CALL TWO(2IBUSINESSDAYS PROJECT TITLE:(EXAMPLE SERVICE CENTER) SHEET <br /> 425.157.8810 BEFORE YOU DIG DIAL 811 <br /> EVERETT PERMIT SERVICES htt,,,,/WMIvm.Pov/PerWO DRAINAGE PLAN EXAMPLE C3 <br /> g - <br /> LL <br /> n <br /> ei <br /> NOTE: mil EVERETT <br /> THIS DRAWING HAS BEEN SCALED DOWN FROM THE ORIGINAL.USE THIS EXAMPLE DRAINAGE PLAN AS A PUBLIC WORKS <br /> es TEMPLATE FOR YOUR SMALL PROJECT IN THE CITY OF EVERETT.THIS TEMPLATE CAN BE DOWNLOADED AS 1112 <br /> WASHING T O N DEPARTMENT <br /> 6 A.DWG FILE FROM HTTP://EVERETTWA.GOV/PERMITS. <br /> g <br /> FRYAN SAS. Ii0NYLEE I CO ...?AU WILHELM I WESH 1/3/2020 <br /> g DRAINAGE PLAN EXAMPLE 104 <br /> s <br /> I I <br /> iin MN ali inli illig OM iii aill ilin amMil in MA MI MN MN <br />