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SE1/4 See. 25 Twp. 29N Rng. 04E WM
<br /> $�Va PLg,t sound
<br /> jC
<br /> Figure V-3.16:Typical Concentrated iveway Plow Dispersion for Steep �Q
<br /> Driveways Q1y� KEYED NOTES
<br /> NOTTOSCALE - o b o of Ex CB-TYPE,L (D YARD DRAIN SITE
<br /> ry A' RIM=,76.30 W/SOLID LOCKING LID PER DETAIL,THIS SHEET olm,Pm
<br /> I II_ \ IE=173.50I8"S14 / / / G
<br /> I i t Locale amm zs / RIM=202.00
<br /> < \ I / / / IE-199.00(6"-N)
<br /> 1 �"
<br /> no sn.R.max.beh+2en berths tldveway slopei,
<br /> If a•mm—It - tawaId aueM. / / / / / %' // / O 6"SIDE SEWER TEE
<br /> STA 0+98
<br /> be e }
<br /> Berm Detail aa-ay / // / / / / / // �a
<br /> 24"GRAVEL DISPERSION BERM
<br /> t = =I"
<br /> cmehea r s/ HIM
<br /> "€ EXSTING MEIERTO BE REPLACED WITH 1"COMBO
<br /> rock P ' /
<br /> / � ,°o.• , _ DOMESTIC/FlRE METER FOR SPRINKLER SERVICE E-
<br /> etl
<br /> Plan alepee^e" J 'I / / / / / // / / / /
<br /> Steep Driveway with n / / / / / / /
<br /> Diagonal Berms "e9eletea / / / / / / // // o°" // // O INSTALL COMPOSTAMENDED SOILS PER BMPT5.13
<br /> IN FRONTYARD PER COE STD DWG 202 OR 203
<br /> N
<br /> 41, nl l3l / /
<br /> N
<br /> ]0o a9R.max baMroen dminel
<br /> h SCALE 1 =20' / / MAP
<br /> —aam � / / o // // yo" VICOTTOSC LE
<br /> o 1O 20
<br /> Plan
<br /> Steep Driveway with / r I , //INSTALL 1301F-A CPEP
<br /> Slotted Drains y r =_':_`-_'' / sae.q% PROJECT DATA
<br /> pas �. I / AEG CALCULATIONS
<br /> PIT
<br /> l aisPersion z5nvegatmaa J 1 v / / I / // / ELEV APPLICANT/OWNER-------1&S DEVELOPMENT LLC
<br /> 1 nmmam I \ ' NI / // A 204.3 2262157THAVESE
<br /> NOTE:
<br /> �� ertcn / 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 / / / 6U-6"PVc / EMAIL:hstrootman@msn.com
<br /> S-2.0%MIN / C 206.4 CONTACT:BRYAN STROOTMAN
<br /> DEPARTMENT OF Steep Driveways / / /� \ \\`\
<br /> ECOLOGY Revlead Nay2o18
<br /> / y °VEtE°p®Np D 2048 ENGINEER/CONTACT------SOUND DESIGN ENGINEERING,LLC
<br /> State of Waahtvglon / / / 8 ^\\` \\ ROBERT NEHRING,P.E.
<br /> AM 205.42 1051520TH STREET S.E.
<br /> qy ,Lob \ `v LAKE STEVENS,WA 98258
<br /> f535 // MAX HT-233.42 (425)773-9567
<br /> 2019StormwaterManagementManualfor Western Washington / p\NYJ / $ `\
<br /> Volume V-Chapter3-Page 691 / // N,pOE�'4320 25 / / Ta ` SITE ADDRESS 535 VIEW RIDGE DRIVE
<br /> IMPERVIOUS AREAS TAX PARCELNO---------004647-000-062-01
<br /> EXISTING 2,745 SF SITE AREA 23,112 SF(0.53 AC)
<br /> DRIVEWAY TBM----------------RIM OFSSMH
<br /> PROPOSED ELEV=219.62
<br /> Figure V-3.2:Sheet Flow Dispersion for Driveways q3 `iD�` / a
<br /> s°ana:wag coanty Depadment �5 \;a 5 ROOF 3,487 SF
<br /> N Natural Res°ur°as,1998 - I \on N X 4LX G\95 WALKWAY DRIVEWAY 4r240 SF
<br /> eatea Inzs•rmi6 \z op0 A LEGAL DESCRIPTION
<br /> ROWIF ddveweY I` // LK• 8 / / (TOTAL 7,742SF)
<br /> sleopes lowaN sireel.j
<br /> m vl.tt.max.between b G 'WN 2 / / LOT 62,HARBOR VIEW ADDITION TO THE CITY OF EVERETT,1 v CO ACCORDING TO THE PLAT THEREOF RECORDED IN
<br /> / VOLUME 11 OF PLATS,PAGE 81,RECORDS OF
<br /> /
<br /> A SNOHOMISH COUNTY,WASHINGTON.
<br /> z-a. siopa I I /
<br /> Imo-s mm-►1 =____'_ -- -__
<br /> Berm Detail -_-
<br /> fl5awpalh ated 3 tlb Rb i N R �� ° // I APPROVED Permit#: PW2307-003
<br /> ennh Office of Community,Planning&Economic Development
<br /> ,
<br /> PLANNING DEPARTMENT Site Address:
<br /> 535 View Ridge DR
<br /> Plan SOLIDC/SSSCECUREIN / // 'ryQi / NAME: DGray Owner: J&SDevelopmentLLC
<br /> Driveway Dispersion Trench o`O ,� / /
<br /> Driveway Slope Varies and Slopes Toward Street PIACEW/SS SCREWS /ti N op / /// / DATE: 08/06/2024 Application Date: Site Work
<br /> 23
<br /> for
<br /> RIM-202.00 / Description: Site Work for new SFR
<br /> APPROVED Review Status: 2nd Review by City Reviewers
<br /> / PUBLIC WORKS DEPARTMENT
<br /> BY:Thad Newport Review Date: 10/27/2023
<br /> 6'DIAL FLOATABLESTFE 1q 4• /
<br /> �� DATE:08/06/2024
<br /> 1 6 / CITY OF EVERETT REVIEWED FOR PERMIT
<br /> M 18"DIA.ADS-14 12 PIPE
<br /> ° s al Da"aw � // 'ram --- 'As noted per EMC 13.16.060.A PARKING CALCULATIONS
<br /> i ROOFANDmOTPNG 1 ,-' L Cityof Everett Permit Review REQUIRED----4SPACES
<br /> DRAINS(NP) ,., / •M // � EVERETT Status:RBViSlOr15A roved
<br /> /
<br /> i _ ^ PP
<br /> �l /
<br /> 8"CPEP�� TO IXISTCB IN // PROVIDED
<br /> Planq 'a53wss� =aa.c-: E=199.00 I,i w — —— ——— ——— — ———— — .......
<br /> _- "'====1 OLYMPIC BLVD 08/06/2024 10:24:04 AM GARAGE----------4 SPACES
<br /> _ d
<br /> V. ��` i / feet Max h s'
<br /> Sheet Flaw Dispersion from a Driveway � � / CO -ti � DRIVEWAY SPACES
<br /> Flat to Moderately Sloping Driveways I Mcur--ALETOTAL 8 SPACES
<br /> / N89°1.4 5"E / /
<br /> 4"LAYER OF / �8' 90.63'
<br /> lar� CONCRETE II // IO IF/-6"PVC SSMH
<br /> / Sig g / / EX TBM
<br /> Sheet Flow Dispersion for Driveways I / S-2.0% / /v im ass // View Ridge Drive RIM=2,9.62 LOT COVERAGE
<br /> Rwlead Decemher2016 x:.,-../ ��/ // /(,2 IE=20219 p�
<br /> DEPARTMENT OF - �� ///—/ /// 2 // / HOUSE FOOTPRINT--------3,232 SF
<br /> ECOLOGY' P:e-o:oanRpztw,w.ecywe.00vrroPm'enhhmdm.�PYaBM nmca mcwdng p.mv—nc, // / 0„P LOTAREA 23,112 SF
<br /> Btate n(Waamn9tan Ij HaF nonlehllily,anddI.W.., Yard Drain Detail
<br /> NOTTOSCALE OHFEX WM % COVERAGE-14%
<br /> / s SO ❑
<br /> 2019 StormwaterManagement Manual for Western Washington � u
<br /> Volume V-Chapter3-Page 694 Permit#: PW2307-003
<br /> /' Site Address: 535 View Ridge Dr
<br /> Owner: J&S DEVELOPMENT LLC
<br /> App.Date: 7/12/2023
<br /> Description: Site Work For New Sfr FIELD CHANGE NO.2 PW2307-003
<br /> • NO. REVISION DATE UTILITY CONFLICT NOTE: ¢�B. DATE: 07/03/2024
<br /> CAUTION , 1 REPLACE CATCH BASIN WITH YARD DRAIN 04/03/24 CAUTION: SOUND DESIGN S Development LLC DRAWN BY: VK
<br /> r/ 2 IAOPED DRIVEWAY 07/03/24 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION AND DEPTH OF
<br /> ` *ENGINEERING, 535 View Rid a DriveALL EXISTING UTILITIES WHEHER SHOWN ON THESE PLANS OR NOT,BY POTHOLING HE UTILITIES (' [NECKED BY: RBN
<br /> KIIOW Whdt'6beOW. AND SURVEYING THE HORIZOMAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.THIS SHALL INC
<br /> UNDERGROUND UTILITIES INCLUDE CALLING UTILITY LOCATE AT 1-B00-424-5Be.AND THEN POTHOLING ALL OF HE EXISTING
<br /> CaIIIetOreYOUdlg. UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT W ROBERTNEHRING,P.E. SITE DEVELOPMENT PLAN FILE: 9 9
<br /> CONTRACTOR TO VERIFY O� /e,uty eto cp 535View Rid e.dw
<br /> CONFLICTS EXIST.LOCATIONS INFORMATION SAID ND AR ES BISHOWN ON THESE PLANS ARE BASED UPON THE it tO5t52Oh 5heEL:MIS Wke Btevens,WA 98258
<br /> UNVERIRUCTIO OFSTORMLIC DRAIAEANDDUB]ECTTOVARIM,CONPRCTIOR R HALL VERIFY ail' ()N�,E(1$ TEL1425)]I3-956] WITH UTILITIES
<br /> -1 COINNE ON FROM CALL TWO(2)BUSINESS DAYS CONSTRUCTION OF STORM DRAINAGE AND DETENTION SYSTEM,CONTRACTOR SHALL VERIFY SI SHEET 1 O F 3
<br /> BJ1�•OIIE.YOU DIG DIAL 811 E SYSTEM.IF ANY
<br /> CONFLICTS SHOULD OCCUR,HEENTION OCONTRACT RUTLEI`TO E SHALL CONSULT SOUND DESIGN-IN LOCATION OF STORM GENG ENGINEERING TO
<br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 07/03i 2024
<br />
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