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APPROVED ENG PLN BLD2021-1590+Site_Plan+2.22.2022_5.57.03_PM+2696731S P RAG U E ST. SEWER MAN WHOLE COVER U DATUM POINT + 100' -- - - - -- - -------------- - - - - -- - -- - -- - -- - -- -- I ---------------------- --------------------- l o' CONSTRUCTION 104' 106' 108'--------------------------------- ---- - - ____----- - _- 112' FENCE _ ------ Applicant shall repair/replace all dnmana to i itilitiac nr frnntana CONSTRUCTION ___-- 1 14' ' DUMPSTER _--------------- --- _--- Ap OWNER/CO CTOR IS RESPONSIBLE FOR 738 SPRAUGE ST. ��'i - 1 18' EROSION CONTROL AND DRAINAGE - rn "-" m -- _ OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING i m _ ------ 120 ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. VEHICLE PARKING ----------------------------- ---n-- �------------------ AREA__------------ 122' - , r---------I 124 126' y00 L 33'3/4" - — - — - — - � — -- B=+126.25'-- --------------128' _,—�------- I GARAGE ALL DISTURBED SOILS SHALL BE/' COMPOST AMENDED PER CITY/OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. j-,N SITE PLAN ML\ SCALE: I" = 10' I ' I I , IMPERVIOUS DECK OVER IMPERVIOUS PATIO OF SAME SHAPE/SIZE BELOW 5' SIDE SETBACK ' DASHED LINE INDICATES ' AREA OF DEMOLITION I I i 31'-I I 1/4" ' DOTTED LINE I I INDICATES EXISTING & PROPOSED ROOF I I EAVE > 30" ' I 113sgft� 32'-53/4" ' DASHED LINE INDICATES AREA OF DEMOLISHED I I CAR PORT' I ' M I N I I I I / ' � I I O — 130 24.83' I _ - _---------- I , 132' EXISTING RESIDENCE cj' '-------- D (NO CHANGETO FOOTPRINT) G 1,500 sq ft I W G 134' ' W - E � 5, 6. 7� a 054 I E\ 136' PROPOSED GAS LINE N 138' ,''EAVE > 30" ' 16sgft E h� , M ' 20' I E\ STREET SETBACK _-_-----140' L --/ , 00 16.25' EXISTING 25.25' ADDITIONAL I '-- < PARKING I EXISTING i m EXISTING IMPERVIOUS ADDITIONAL SURFACE Z PROPOSED _ EAVE > 30" 1,966 sq ft PARKING ENCLOSED 58 sq ft I O GARAGE � ,'' X ADDITION 582 sq ft ' ,-146' 25.25' "" - C = 140, — J 60 '- EXISTING DRIVEWAY LOCATION OF EXISTING I PROPERTY LOCATIONS ARE OF SNOHOMISH COUNTY & NEIGHBOR'S ---- PROJECT INFORMATION ADDRESS - OWNER - PAECEL NUMBER - BLOCK & PLAT - LEGAL DESCRIPTION - ZONE - LOT AREA COVERAGE 315 8TH AVE N EDMONDS,WA 98020 SUSAN DUNN 00434208501600 85 & 16-20 CITY OF EDMONDS BILK 085 D-00- LOTS 16 TH RU 20 TGW N 1 /2 VAC ALLEY ABTG SD LOTS 16THU 20 PER ORD 2994 RECAF NO 9502030240 RS-6 LOT AREA - ALLOWABLE LOT COVERAGE - 16,905 x .35 = LOT COVERAGE (EXISTING + NEW) - HOUSE GARAGE EAVES > 30" DECK + STAIR TOTAL LOT COVERAGE IMPERVIOUS SURFACE (REPLACED + NEW) - GARAGE CONCRETE PAD LOWER PATIO CONCRETE PAD TOTAL IMPERVIOUS SURFACE PROPOSED SITE PLAN NOTES 16,905 SF 5,916.75 SF 1,500 SF 582 SF 187 SF 480 SF 2,749 SF 582 SF 444 SF 1,026 SF 1. FOUNDATION WALL HEIGHTTO BE 8" ABOVE ADJACENT FINISHED GRADE UNLESS OTHERWISE NOTED 2. NEW ROOFWATER MUST BE COLLECTEDTO DOWNSPOUTS AND TIGHT LINED INTO STORMWATER DRAIN LINE. 3. SITE DESIGNATED AS DISTURBED WILL BE AMENDED WITH A MINIMUM OF 2 INCHES OF COMPOST AND BE LOOSENED SO ITWILL PROBETO A DEPTH OF 12 INCHES PRIORTO SITE FINAL INSPECTION. ROUGH GRADING NOTES 1. EXISTING GRADE SHALL REMAIN AS FINISHED GRADE AROUND HOUSE. 2. SLOPE FINISHED GRADE AWAY FROM STRUCTURE OF GARAGE AT ENTIRE PERIMETER. STORM DRAINAGE NOTES I. AT NEW ROOF INSTALL GUTTERAND CONNECTTO EXISTING OR NEW DOWNSPOUTS. CONFIRM STORM DRAIN LINES AND FOOTING DRAIN THAT EXIST (OR NEWLY INSTALLED) ARETIGHT LINEDTO SANITARY SEWER AT STREET I ' AVERAGE GRADE CALCULATIONS I } I ELEVATION AT FOUR CORNER DATUM A = 122.25' ' B = 126.25' C = 140' D = 134.25' I 130.7' ESTIMATED AVERAGE GRADE I I 25' MAXIMUM ALLOWABLE BUILDING HEIGHT 14'-3 3/4" PROPOSED BUILDING HEIGHT I I I INSTALLAND MAINTAINALLTESC MEASURES ACCORDING TO I APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS,AND ALL OTHER MEASURESTHAT MAY BE REQUIRED DURING ' CONSTRUCTION. I I I I I ENGINEERING DIVISION APPROVED AS NOTED 03/23/2d22 I ***NO STORMWATE MANAGEMENT SYSTEM REQUIRED, AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACES EQUALS 2000SQFT OR , GREATER A STORMWATER MANAGEMENT SYSTEM IS I REQUIRED PER CITY COD , STANDARDS.*** /22/2 APPROVED BY PLANNING iz lceQL� Mar 10 2022 RS-6 Zone Corner X Flag Setbacks: Required Actual 20 30.4 Front �R � Sides 5' 321,111 Rear Other 25' 14'-4" Height SM WAKEdesign, LLC Maggie Hanna 1752 NW Market St, #203 Seattle, WA 98107 p: 661.202.9743 e: maggie.wakedesignggmail.com © Copyright 2021, WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. DUNN RESIDENCE SUSAN DUNN 315 8TH AVE N EDMONDS,WA 98020 SHEET INDEX: ID NAME CVR COVER SHEET A-0.1 SITE PLAN A-1.0 DEMOLITION BASEMENT PLAN A-1.1 DEMOLITION MAIN FLOOR PLAN A-1.2 PROPOSED BASEMENT PLAN A-1.3 PROPOSED MAIN FLOOR PLAN A-1.4 PROPOSED ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS CONT'D A-2.2 SECTIONS A-3.0 ELECTRICAULIGHTING - BASEMENT ... A-3.1 ELECTRICAULIGHTING - MAIN & UP... A-4.0 WINDOW / DOOR SCHEDULE & BUI... S 1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S4.20 STRUCTURAL DETAILS SHEETTITLE: SITE PLAN ISSUED: Z/ZZ/ZZ SHEET NUMBER: A-0, DO STAMP RESUB Feb 23 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT