Laserfiche WebLink
SE1/4 Sec. 25 Twp. 29N Rng. 04E WM <br />Figure V-3.1: Typical Concentrated Filow Dispersion for Steep <br />Driveways <br />NOT TO SCALE <br />1 <br />� <br />Er— 6' min —1 <br />Berm Detail <br />j t t <br />! III <br />I <br />Locate drain 25' o, <br />2 <br />I <br />j <br />from ROW if 0 it <br />r» <br />700 sq. ft, max. between banns driveway slopes, <br />— ' toward street. j <br />diagonal <br />berms <br />driveway <br />, <br />crushed J r/ // <br />rock pad �e <br />o'rjo1 1 1 <br />I <br />Plan ��/h <br />Steep Driveway with dlsptrentch t t <br />25 ft <br />Diagonal Berms vegetated <br />flowpath <br />r f �r la I I <br />I/ Locate drain 25' from I o <br />I AOW If driveway I A' 6 <br />/ slopes toward street. I' r; 2 <br />I a:700 sq. ft. max. between drains f j <br />�— Sloped a <br />drains <br />Plan driveway I <br />_ slope - <br />Steep Driveway with MXf 1 ------- <br />Slotted Drains r <br />crushed <br />rock pad oaf�efm� <br />t dispersion 25 ft vegetated <br />1 trench flowpath <br />Typical Concentrated Flow Dispersion for <br />DEPARTMENT OF Steep Driveways <br />ECOLOGY Revised May 2019 <br />State of Washington <br />2019 StormwaterManagementManual for Western Washington <br />Volume V - Chapter 3 - Page 691 <br />Figure V-3.2n Sheet Flow Dispersion for Driveways <br />Source: King County Department <br />of Natural Resources,1998 b M m <br />1� <br />fLocate drain 25' fmm ' 4 <br />11r ROW if driveway m <br />slopes toward street. I a 65 <br />700 sq. ft. max. between berm <br />Driveway _ <br />2-4" Slope <br />I--�-- 6' min <br />Berm Detail == - "° <br />�cz� - Diagonal FsFa ==1 <br />25'vegetated bermwith <br />flowpath dispersion 25 A <br />/ trench / <br />Plan <br />Driveway Dispersion Trench <br />Driveway Slope Varies and Slopes Toward Street <br />/ o <br />Max.2% Driveway <br />cross slope Slope <br />Plan ,� f� a �faf <br />6x�---- �Yaaaa___ <br />Sheet Flow Dispersion from a Driveway <br />Flat to Moderately Sloping Driveways I NOTTO SCALE <br />111oMCIIIIIIIIIII <br />Sheet Flow Dispersion for Driveways <br />Revised December 2016 <br />DEPARTMENT OF <br />ECOLOGY Please see http.-IA ,.ecywa.gov/copyright.html for copyright notice including permissions, <br />State of Washington limilation of liability, and disclaimer. <br />2019 Stormwater Management Manual for Western Washington <br />Volume V - Chapter3 -Page 694 <br />CAUTION ij 1. <br />UNDERGROUND UTILITIES Know what's below. <br />CONTRACTOR TO VERIFY CaII before you <br />CALL TWO (2) BUSINESS DAYS <br />BEFORE YOU DIG DIAL 811 <br />N <br />SCALE: 1 " = 20' <br />0 10 20 <br />6" DIA. FLOATABLES TEE <br />4" INLET PIPE <br />ROOFANDFOOTING <br />DRAINS (fYP) <br />4" LAYER OF <br />i1va <br />ox� <br />EX CB —TYPE 1L <br />RIM=176.30 <br />CIE-174.65 (12'E/W) <br />1IE=174.85 (6"-S) <br />KEYED NOTES <br />OYARD DRAIN <br />W/SOLID LOCKING LID PER DETAIL, THIS SHEET <br />RIM=199.56 <br />IE=194.33 (6"-N) <br />O6" SIDESEWERTEE <br />STA 0+98 <br />O24" GRAVEL DISPERSION BERM <br />OEXISTING METER TO BE REPLACED WITH 1" COMBO <br />DOMESTIC/FIRE METER FOR SPRINKLER SERVICE <br />OHEAT PUMP <br />INSTALL COMPOSTAMENDED SOILS PER BMPT5.13 <br />INSTALL 120 LF 4" CPEP <br />/ S=1.23% <br />/ MOTE: <br />UNABLETO LOCATE STORM PIPE <br />AS SHOWN ON CITY RECORDS / / 22 LF-4" PVC / / <br />S=2.0% MIN / <br />Ct)�ERE� ® <br />5 <br />10` <br />.V <br />4_ �\ , <br />2 <br />0 <br />\,z <br />Co <br />CP- <br />A / <br />/ / I <br />SOLID COVER. SECURE IN <br />PLACE W/SS SCREWS <br />RIM=199.56 <br />M <br />CN <br />Yard Drain Detail <br />NOT TO SCALE <br />18" DIA. ADS-N12 PIPE <br />6" CPEP > TO EXIST CB IN <br />OLYMPIC BLVD <br />IE=194.33 <br />NO. <br />REVISION <br />DATE <br />UTILITY CONFLICT NOTE: <br />CAUTION! <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF <br />ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES <br />AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL <br />INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING <br />UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT <br />CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE <br />UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. PRIOR TO COMMENCING <br />CONSTRUCTION OF STORM DRAINAGE AND DETENTION SYSTEM, CONTRACTOR SHALL VERIFY <br />CONNECTION FROM DETENTION OUTLET TO TIE-IN LOCATION OF STORM DRAINAGE SYSTEM. IF ANY <br />CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT SOUND DESIGN ENGINEERING TO <br />RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />1 <br />REPLACE CATCH BASIN WITH YARD DRAIN <br />04/03/24 <br />2 <br />LOOPED DRIVEWAY <br />07/03/24 <br />3 <br />ADD HEATPUMPO <br />08/06/24 <br />N / / <br />3 <br />/ <br />/ <br />0 � � <br />2 M i <br />IOLF/- 6" PVC <br />,8=2.0% <br />N 11 89-14'45" E <br />W , 90.63' <br />P-W / <br />y <br />o� <br />S <br />EX WM <br />FH <br />AEG CALCULATIONS <br />PT <br />ELEV <br />A <br />204.3 <br />B <br />206.2 <br />C <br />206.4 <br />D <br />204.8 <br />ABE = 205.42 <br />MAX HT = 233.42 <br />IMPERVIOUS AREAS <br />EXISTING <br />2,745 SF <br />DRIVEWAY <br />PROPOSED <br />ROOF <br />3,487 SF <br />DRIVEWAY <br />4,215 SF <br />WALKWAY <br />40 SF <br />(TOTAL = 7,742 SF) <br />/ <br />/ <br />/ TBM <br />/ View Ridge Drive RIMEX=SS219MH.62 <br />IE-202.19 ------- <br />11 B. NF <br />�� �S WASH <br />� � c <br />�� yF 31244 �p <br />ST <br />09/16/2024 <br />a SOUND DESIGN <br />)ENGINEERING, INC <br />ROBERT NEHRING, P.E. <br />10515 20th Street S.E., Lake Stevens, WA 98258 <br />TEL: (425) 773.9567 <br />F <br />W <br />Puget Sound <br />37 St <br />SITE <br />Olympic <br />Yew Ridge D, 41 St <br />Crown Dr <br />lo <br />Blvd <br />5 <br />m o <br />5 � n <br />d <br />m <br />Brookridge Blvd <br />N <br />VICINITY MAP <br />NOT TO SCALE <br />PROJECT DATA <br />APPLICANT/OWNER <br />J & S DEVELOPMENT LLC <br />2262157TH AVE SE <br />BOTHELL, WA 98021 <br />PHONE: (425) 870-8922 <br />EMAIL: bstrootman@msn.com <br />CONTACT: BRYAN STROOTMAN <br />ENGINEER/CONTACT <br />SOUND DESIGN ENGINEERING, LLC <br />ROBERT NEHRING, P.E. <br />10515 20TH STREET S.E. <br />LAKE STEVENS, WA 98258 <br />(425) 773-9567 <br />SITEADDRESS <br />535 VIEW RIDGE DRIVE <br />TAX PARCEL NO <br />004647-000-062-01 <br />SITE AREA------------- <br />23,112 SF (0.53 AC) <br />TBM---------------- <br />RIM OF SSMH <br />ELEV=219.62 <br />LEGAL DESCRIPTION <br />LOT 62, HARBOR VIEW ADDITION TO THE CITY OF EVERETT, <br />ACCORDING TO THE PLATTHEREOF RECORDED IN <br />VOLUME 11 OF PLATS, PAGE 81, RECORDS OF <br />SNOHOMISH COUNTY, WASHINGTON. <br />Permit#: <br />PW2307 - 003 <br />Site Address: <br />535 View Ridge DR <br />Owner: <br />J & S Development LLC <br />Application Date: <br />07/12/2023 <br />Description: <br />Site Work for new SFR <br />Review Status: 2nd Review by City Reviewers <br />Review Date: 10/27/2023 <br />PARKING CALCULATIONS <br />REQUIRED 4 SPACES <br />PROVIDED <br />GARAGE 4 SPACES <br />DRIVEWAY --------- 4 SPACES <br />TOTAL 8 SPACES <br />LOT COVERAGE <br />HOUSE FOOTPRINT 3,232 SF <br />LOT AREA 23,112SF <br />% OF COVERAGE -14% <br />AS BUILT <br />j & S Development LLC <br />535 View Ridge Drive <br />SITE DEVELOPMENT PLAN <br />WITH UTILITIES <br />PW2307-003 <br />DATE: 09/16/2024 <br />DRAWN BY: VK <br />CHECKED BY: RBN <br />Fl LE: 535 View Ridge.dwg <br />SHEET <br />