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SE1/4 See. 25 Twp. 29N Rng. 04E WM
<br /> $�Va PDKet so Dad
<br /> jC
<br /> Figure V-3.16:Typical Concentrated Flow Dispersion for Steep �Q
<br /> Driveways Q1y� KEYED NOTES
<br /> EX CB-TYPE 1L SITE
<br /> NOrTOSCALE - o b o of �RIM=176.30 / / / // / / ''� � YARD DRAIN
<br /> - •-II o \IE=174.65(12'E/W / W/SOLID LOCKING LID PER DETAIL,THIS SHEET olm,pm
<br /> II_ i1E=174.Bs IVA / / / / / / G� RIM=199.56
<br /> //��\\\ I L—Emm zs< \ I / / / / / / '% // IE-194.33(6"-N)
<br /> 1 4' I from ROWT 1$'
<br /> Toosp.R.max.boMe berths tlaveway alpI.., \ /
<br /> 6"SIDE SEWER TEE
<br /> STA 0+98
<br /> he a }
<br /> Berm Detail daveway as
<br /> amps / / / / / // / / / / / O 24"GRAVEL DISPERSION BERM
<br /> IXISTING MEIERTO BEREPLACEDWITH 1"COMBO
<br /> rock Petl ' / E-._� _ 6"
<br /> / / ,Bc., , _ ,a/ / / / / //10°21"p � // / /// DOMESTIC/FlRE METER FOR SPRINKLER SERVICE
<br /> 9 N
<br /> Plan /X'\ J/ ; / / / / / / 8 / / // O5 HEAT PUMP
<br /> Steep Driveway with /
<br /> Diagonal Berms
<br /> n-0,
<br /> Ir I N
<br /> Locale arzm zs'nom
<br /> I, SCALE:1^=20' INSTALL COMPOSTAMENDED SOILS PER BMP T5.13 VICINITY MAP
<br /> IN FRONTYARD PER GOE STD DWG 202 OR 203 NOT TO SCALE
<br /> same I o 1a 20 / / / / / / v
<br /> Plan tltl _ / / / / / ;'
<br /> Steep Driveway with / , 1 , //INSTALL 1201F-A'CPEP
<br /> Slotted Drains s=1e2
<br /> p% PROJECT DATA
<br /> AEG CALCULATIONS
<br /> wahea
<br /> 3 PT ELEV
<br /> , aispersipn z5nve9amma J 1 X / / I / // / APPLICANT/OWNER-------1&SDEVELOPMENT LLC
<br /> nowpam I ' NOTE: A 204.3 2262157THAVESE
<br /> BOTHELL,WA 98021
<br /> UNABLETO LOCATE STORM PIPE / / // \\ B 206.2 PHONE:(425)870-8922
<br /> Typical Concentrated Flow Dispersion for AS SHOWN ON CITY RECORDS / / / 22LF-4"Pvc / EMAIL:Dstrootman@msn.com
<br /> 5-2.0%MIN / C 206.4 CONTACT:BRYAN STROOTMAN
<br /> DEPARTMENT OF Steep Driveways / / /�''\ \\\\
<br /> Revlaetl May 2D19
<br /> ECOLOGY OVERt°p®Np D 2048 ENGINEER/CONTACT------SOUND DESIGN ENGINEERING,LLC
<br /> Blam ar washmglon / t / 8 5 ^\\` \\ ROBERT NEHRING,P.E.
<br /> ABE=205.42 1051520TH STREET S.E.
<br /> 1y vX, \ `v LAKE STEVENS,WA 98258
<br /> / 8535 // MAX HT-233.42 (425)773-9567
<br /> 2019 StormwaterManagementManualfor Western Washington / Spp\NYC / $ -Av\
<br /> Volume V-Chapter3-Page 691 / // H,0 1y5 / \1 m \`` 11
<br /> SITE ADDRESS 535 VIEW RIDGE DRIVE
<br /> / eaol�pyN�sT // ;p \) IMPERVIOUS AREAS TAX PARCEL Na---------ooasa7-000-os2-o1
<br /> u v
<br /> 5 p a 4 \\\ - EXISTING 2,745 SF SITE AREA 23,112 SF(0.53 AC)
<br /> DRIVEWAYTBM----------------RIM OFSSMH
<br /> PROPOSED ELEV=219.62
<br /> Figure V-3.2:Sheet Flow Dispersion for Driveways A3 `iD�` / a
<br /> soya-:wa9 coamy Dapanmam t5 \ DRIVEWAY ROOF 3,487 SF
<br /> N Na)uml Res°ur°as,1998 - i \Ve N X 4LX G\95 WALKWAY 4�240 SF
<br /> salsa Inzs•rmi6 \z op0 A LEGAL DESCRIPTION
<br /> ROWIF ddveweY i` I/ LK• g / / (TOTAL-7,742 SF)
<br /> sleopes lowaN sireel.j
<br /> m vl.tt.max.hetweenb G 'Wn 2 / / LOT 62,HARBOR VIEW ADDITION TO THE CITY OF EVERER,
<br /> 1 v c0 ACCORDING TO THE PLATTHEREOF RECORDED IN
<br /> / VOLUME 11 OF PLATS,PAGE81,RECORDS OF
<br /> /
<br /> A SNOHOMISH COUNTY,WASHINGTON.
<br /> z-a. sioae I I /
<br /> Berm Detail _ DM9am,
<br /> 2s•ya9amlaa hafmwnn 3 Permit#: PW2307-003
<br /> / Site Address: 535 View Ridge DR
<br /> Plan SOLIDCOVER.SECUREIN / // 'ry°/ / Owner: J&S Development LLC
<br /> Driveway Dispersion Trench o`O ,� / /
<br /> PIACE W/SS SCREWS ti / / Application Date: 07/12/2023
<br /> Driveway Slope Varies and Slopes Toward Street
<br /> RIM-199.56 Description: Site Work for new SFR
<br /> Review Status: 2nd Review by City Reviewers
<br /> Review Date: 10/27/2023
<br /> 6'DIA.ROATABLESTEE 1A
<br /> m
<br /> ' ry 18"DIA.ADS-N 12 PIPE /
<br /> w /
<br /> / PARKING CALCULATIONS
<br /> arouslope lope j i
<br /> i - ROOFANDIF°OTING ti,� 1P.,M., '� REQUIRED----4 SPACES
<br /> ___ _ ____ 25
<br /> ______ DRAINS MP)
<br /> / //
<br /> / -_-'-_- -i ti 8"CPEP�� TO IXI6TCB IN — — —— M /
<br /> A
<br /> Plano 3w__�es E=195.78 --- --- — ---- — PROVIDED
<br /> -`--.4I.`E"'=Lj oLYMPICBLVD / / / / GARAGE----------4 SPACES
<br /> Sheet Flaw Dispersion from a Driveway 4'~ __ __ / _ _ CO / / © .1'`s DRIVEWAY---------4 SPACES
<br /> Flat to Moderately Sloping Driveways I NDTTO scALE IE=194.33 / /N89°l.63' /
<br /> TOTAL 8 SPACES
<br /> 4"uemof / 90.63' f/
<br /> \Y� CONCRETE II // IOLF/-6 SSMH
<br /> "PVC / S—F"�•, / / EXTBM
<br /> "swimSheet Flow Dispersion for Driveways I / S-2.0% / /v im ass // View Ridge Drive RM=2,9.62 OHF LOT COVERAGE
<br /> Rwlaetl Decemher2016 y:.,-../ // // /(,.,( S / SS IE=202.19 p�
<br /> DEPARTMENT OF ///—/ /// 2 // / HOUSE FOOTPRINT--------3,232 SF
<br /> ECOLOGY' P,aoso:oanRpz,w,w.ecywe.owrroPm'encnnMmaDm nm ca mcwa n9 pa„maa cna, // / OHP LOTAREA 23,112 SF
<br /> Btafe n(waamn9Lan n HNfp f11ab11iIy ,d d[w1Mm Yard Drain Detail
<br /> NorroscALE oHFEx � %OF COVERAGE-14%
<br /> / s SO ❑
<br /> 2019 StormwaterManagement Manual for Western Washington
<br /> Volume V-Chapter3-Page 694
<br /> FH
<br /> AS BUILT PW2307-003
<br /> • NO. REVISION DATE UTILITY CONFLICT NOTE: ¢�B. DATE1 09/16/2024
<br /> CAUTION , 1 REPLACE CATCH BASIN WITH YARD DRAIN 04/03/24 CAUTION: � SOUND DESIGN S Development LLC DRAWN BY: VK
<br /> r/ 2 LOOPED DRIVEWAY 07/03/24 THE CONTRAROR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION AND DEPTH OF
<br /> ` *ENGINEERING, 535 View Rid a DriveI AV AV AV ALLEXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT,BY POTHOLING HEUTILITIES (' [NECKED BY: RBN
<br /> K—WhM'sbelow. 3 ADD HEAT PUMP 6 08/06/24 AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATIONSPRIORTOCONSTRUCTION.THISSHALL INC
<br /> UNDERGROUND UTILITIES INCLUDE CALLING UTILITY LOCATE AT 1-B00-414-SBe.AND THEN POHOLING ALL OF HE EXISTING
<br /> Call befofa YOU dig. UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT $ W ROBERT NEHRING,P.E. SITE DEVELOPMENT PLAN FILE: 9 R
<br /> CONTRACTOR TO VERIFY O� /e,ufv eto cp 535 View Rid e.dw
<br /> CONFLICTSUNVERIFIED
<br /> EXIST.LOCATIONS ASAIDND ARES BISHOWN ON THESE PLANS ARE BASED UPON THE if tOSt¢2On Sheol S.E,Lake Stevens,WA 98258
<br /> UNVERIRUCTIO LICOF INFORMDRAINAEANDD DETENTION
<br /> NSYSTEM, PRIOR CONTRACTOR HALLOMM ENCVERINO
<br /> FY ail' ()NA,E�$ TEL:HIS)]I1-956] WITH UTILITIES
<br /> CALL TAO(2)BUSINESS DAYS CONS CONNE ON FROM DETEN ION OU LET TO D DETENTATION F STORIMAGE SALT VERIFY SI SHEET 1
<br /> BJ1�•OIIE.YOU DIG DG1L 811 YSTEM+IF ANY
<br /> CONFLICTS SHOULD OCCUR,HEOCONTRACT RE SHALL CONSULOT SOUND DESIGNGENG ENGINEERING TO
<br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 09/1 6 2024
<br />
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