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APPROVED ENG BLD2022-0877+Site_Plan+7.5.2022_1.35.28_PM+2970136Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. SITE PLAN SCALE 1" = 10 FT X Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. Zone RS-6 Corner N ; Flag: N Setbacks: Required Actual Front 20' N > 20' 5 E>5' Side W_ = 5' Rear 15' ------------ S > 15' Other NO Height 25' ;CHANGE: ------------- SETBACKS LISTED ARE TO THE NEW ADDITION. APPROVED BY PLANNING 4 &" ' Oct 17 2022 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ENGINEERING DIVISION APPROVED AS NOTED 08/12/2022 NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS I4 o �w I-J ea oU�� 6r,.- �t E I� Erosion Control PRo.IEGT Z7ATA 4/12/2022 SITE ADDRE55: q46 MAPLE STREET EDMONDS, YNA Q8020 OWNER NAME, JOHN AND RUTH JEYVELL CURRENT ADMRF-55: SAME AS ABOVE TELEPHONE: 425-775-6220 A55E55OR'S PARCEL No. 454207001-100 ZONING: R5-6 LEGAL OE5G: CITY OF EDMONDS 5LK 010 D-00 - LOTS 11 4 15 AKA LOT G CITY OF EDM 5P 5-4-16 REC RFNO-1602150214 COUNTY: SNOHCMI5H JURISDICTION: CITY OF EDMONDS CONSTRUCTION TYPE: V - B OCCUPANCY: R3 / U (GARAGE/CARPORT) PROJECT DESCRIPTION: CREATE A FIRST FLOOR ATTAGHED ACCESSORY DWELLING UNIT NEW ADDITION AT EX COVERED PATIO, NEW LAUNDRY ADDITION AT EXISTING GARAGE, REMODEL BATH AND ADD KITCHENETTE. NEW ON DEMAND HOT WATER, NEW PATIO, NEW TRASH CAN SCREEN PROJECT AREA SQ FT HEIGHT LIMIT CALCULATION LIVING SPACE NENN EXISTING TOTAL NO CHANGE TO EXISTING FIRST FL 1q5 489 652 SECOND FL 1344 1544 N5N IMPERVIOUS SURFACE NEW GONG PATIO BELOW EX YNOOD DECK 105 SF LIV. 5P. TOTAL 195 1533 2026 GARAGE (Le55116) 491 491 DECK 124 124 MISC. TOTAL (Leas 116) 615 615 LOT COVERAGE: NO CHANGE 50 FT IRG AND ASEC 2015 LOT AREA 6,600 HEAT SYSTEM- SOLAR ELECTRIC F.A. MAX PERCENT GOVERAG-E 351/10 CLIMATE ZONE MARINE AREA 4 MAX GOVERAGE AREA 2,310 VERTICAL GL. 0.25 MAX GL °/a N/A PROP05EP COVERAGE 1,465 OVERHEAD GL N/A HEADER R-10 PROP05ED PERCENTAGE 22.24% CEILING N/A VAULT N/A LOT GALL NEIN EXISTING TOTAL WALL (INT) R-2-1 BELOW GR. R--21 HOUSE 1544 1344 FLOOR N/A ALL 5L.AB R-10 DECK 124 124 ENERGY CREDIT GALL ENERGY GREDIT5 REQUIRED 1.5 CREDIT METHOD 1.5 � 5.5 Temporary erosion and sedimentation controls (TESCs), such as silt fences, should be installed down -gradient of the areas to be disturbed to prevent sediment -laden runoff from being discharged off site. Surface runoff should not be allowed to flow over the top of slopes into excavations. During wet weather, exposed soils should be covered with plastic sheeting or straw mulch. Stockpiled soils should be covered with plastic tarps. For permanent erosion control disturbed soils should be landscaped and mulched upon completion of the site work. Excavations and Slopes Temporary excavation slopes should not be greater than the limits specified in local, state and federal government safety regulations. We recommend that temporary cuts greater than 4 feet in neignt ue siopea at mciinauons up to in: i v knui izuiitat. v cmu ,ctq in wum, w tai. ua uaia �—O- soils. Temporary excavations into the very dense advance outwash soils can be sloped near vertical under the observation of the geotechnical engineer. Permanent cut and fill slopes should be inclined no steeper than 2H:IV. Fill slopes should consist of granular material compacted to a minimum of 90 percent of the material's maximum dry density. Based on the subsurface findings, groundwater seepage is not anticipated. If water seepage or other adverse conditions are encountered, excavation should be halted, and the geotechnical engineer should be contacted to review the site conditions. FILTER FABRIC FILTER FABRIC MATERIAL IN SECURED TO 2' X 2' 14 GA. WIRE FABRIC C❑NTIN❑US ROLLS. USE STAPLES EQUAL OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2'X2'WOOD ❑R CD EQUIVALENT N © ! WIRE MESH SUPPORT FENE TO SUPPORT FILTER 1= A>JIC, I I! 11 8'- 12'IfT I I 1[ _ I N I I-( BURY BUTT❑M OF FILTER rt MATERIAL 8' TO 12' 8' I LL 6' MAX. PLACE 3/4'-1.5' WASHED GRAVEL IN Li THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE 2' X 2' WOOD POSTS OR EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER ER❑SI❑N CONTROL. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. C Sfgd G 01� BLD2022-0877 O dl 1U V Q Q z lfi � lu ju WE IH Ul lu lu Ul JU --I (L �O IN Zd m �- W r N VQ � X u3 a� U Z JU Yr �O o th �O m ., J 2-21 REVISIONS RECEI D Jul 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT