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REV1 APPROVED PLN ENG BLD2023-0908+Site_Plan+2.6.2024_9.35.34_AM+40418901* APPROVED BY PLANNING Feb 15 2024 Noise generated by mechanical equipment must meet the standards in ECC 5.30 RS-8 Zone Corner N i N Flag _ __ Setbacks: Required Actual Front 25' '------------ 21.2' '------------ Sides 7.5 '---------- 7.5 '-----------; Rear 15' ----------- 56' '-----------� Other ------ 25' 16.2' Height ------------- Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance p g p g of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the pp regardless scope of the permit application, ardle s p p of whether such building, structure or condition is shown on the site plan or drawing. Such building, p g g. structure or condition may be the subject of a separate enforcement action. 2' x 2• WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2' 14 GA WIRE FABRIC EQUAL 0 I N N NATIVE BACKFILL MATERIAL I e. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2• x 2• WOOD/STEEL POSTS-\' ABBREVIATIONS LIST AFF 1ADJ ABOVE FINISH FLOOR FOR ENGINEER OF RECORD OSB ORIENTED STRAND BOARD ADJUSTABLE EQ EQUAL OH OVERHANG ADDL ADDITIONAL (E) EXISTING P PANTRY ALTER ALTERNATE EXT EXTERIOR PSL PARALLAM AB ANCHOR BOLT F.O. FACE OF PC PIPECOLUMNi & or AND FIN FINISH PL or PLATE ANGLE FIX FIXED PLY PLYWOOD ARCH ARCHITECT FIXT FIXTURE PSF POUNDS/SQUARE FOOT @ AT FLR FLOOR PREMAN PREMANUFACTURED AWN AWNING FT FOOT ©rFEET PT PRESSURE TREATED BD BARN DOOR FTG FOOTING REINF REINFORCING' BM BEAM FDN FOUNDATION REQ REQUIRED or REQUIREMENT BRNG ' BEARING FRMG FRAMING R RISERor RADIUS or FRIDGE BED BEDROOM GAL GALLON RD ROAD BLK BLOCK GAR GARAGE RM ROOM BLKDN BLOCKDOWN GLB GLUE LAMINATED BEAM RO -_ .ROUGH -OPENING BLKG BLOCKING O GST GUEST SCHED; S HEDULE SC BOTT BOTTOM GYP GYPSUM,BOARD S/W SHEAR WALL BO BOTTOM OF HF HEM FIR SHTG SHEATHING BLDG BUILDING HNGR HANGER SHT SHEET CAB CABINET HDR HEADER SIM SIMILAR CASE CASEMENT HGT HEIGHT SIMP "SIMPSON" BRAND CLG CEILING HT HEIGHT SPEC SPECIFICATION CENTERLINE HD HOLDDOWN SQ SQUARE CLR CLEAR HSS HOLLOW STRUCT STEEL STD STANDARD CL CLOSET HORIZ HORIZONTAL STIFF STIFFENER COL COLUMN HB HOSE BIB STOR STORAGE CONF CONFERENCE HR HOUR STRUCT STRUCTURAL CONSTR CONSTRUCTION INSUL INSULATION or INSULATED SIP STRUCTURAL. INSULATED LONT CONTINUOUS INT INTERIOR PANEL D DRYER IRC INTERNATIONAL SUB SUBCONTRACTOR' DTL DETAIL RESIDENTIAL CODE THK THICK DET DETECTOR JST JOIST T&G TONGUEANDGROOVE DIAL DIAGONAL KITCH KITCHEN TBD TO BE DETERMINED DIA or DIAMETER KP KING POST TO TOP OF - DIM DIMENSION LAUN LAUNDRY TRAP TRAPEZOID D/W DISHWASHER L LINEN T TREAD DR DOOR LOC LOCATION TDL TRUE DIVIDED LITE - DBL DOUBLE MANUF MANUFACTURED or TYP TYPICAL DF DOUG FIR MANUFACTURER LION UNLESS OTHERWISE NOTED DN DOWNM MASTER LINO UNLESS NOTED OTHERWISE DRW DRAWER MAX MAXIMUM UP UP DS DOWNSPOUT MECH MECHANICAL VER VERIFY DTC DROPPED TOP CORD MSL MICROLLAM VIF VERIFY IN FIELD EA > EACH MIN N MINIMUM VSL VERSALLAM ES EACH SIDE (N) NEW VERT VERTICAL EW EACH WAY N/A NOTAPPLICABLE VG VERTICAL GRAIN E.0 EDGE-0F NTS OT N TO SCALE W WASHER ELEV ELEVATION O.0 ON CENTER WIN WINDOW ENGR ENGINEER OPP OPPOSITE W/ WITH NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT_ PROJECT. CITY INSPECTION REQUIRED C N 2. " SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY, BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD' DEPARTMENT - DETAIL FSt.J189C3 APPROVED BY: R. ENGLISH ER-900 THIS PROJECT SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE WITH , WA STATE AMENDMENTS, 2018 UNIFORM PLUMBING CODE AND THE 2018 WA ENERGY CODE i GENERAL SCOPE OF PROJECT W - EXISTING SFR +CONVERSION F O NE ONE STORY ADDITIONS OF 384SQUARE FEET TO EX O 252 ARE FOOT GARAGE T SQUARE 00 G GE O CONDITIONED AREA a, OWNERS: AARON & KIMBERLY KEAN' r"t ADDRESS. 10533'243RD'PL SIN PARCEL: 00564900401600 9 ISJT/RJ. W- -27N- E Q S 36 3 L u 1�- I_ LEGAL. H K SCHROEDERS REPEAT OF FOREST GLENN BLK 4 LOT 16 �1 �� �Tb(�a fur %� ACREAGE: 9,100 SQ. FT. (0.21 ACRES) ZONE: RS-8 SETBACK REQUIRED: S Q U �0 v N �oT" -' _ STREET _ 25 FEET i nsN I' L � � �i _ REAR_ 15 FEET 305, 7 f (� zI� — --n �(�D( 3f�(o, 3 SIDES = 7.5 FEET ARCHITECT: C WALLS .& WEED INCH'I o T � S, C LLIP SKIP DEHENNIS V�F I L 88 i 1 O 10016 _ EDMONDS O DS WAY #C229 EDMONDS,WA 2 I 980 0 D t 1 u `� � C T i r-� � � Q I- I _ I 42 _I 5 599 5381 PHILLIP@WALLSANDWEED . `� _ S COM �J 0 1 v �" i I 1 _ P�_ �- ulJ � _ 'y 4 0•Q _ SWPPP & TESC NOTES N 1 PROPOSED. IO S O OSED. 1. THE LOT IS _ESSENTIALLY FLAT WHERE THE NEW ADDITION I,. I C> _ F DRAINS E' PROPOSED. NO FOOTING DR S ARE I'12-,I�IP_ T D PPFOR A L P 2. FOLLOW W BEST MANAGEMENT PRACTICES FROM THE SWPPP O B S C S S � l N a I P fA -- ( Ct I�IDU MALL PROJECT PER SITE PLAN NOTES. S DOWNSPOUTS AND 3. (N) GUTTERS TO DOWNSPOUTS TO SPLASHBLOCKS. DO L DRAINAGE SHALL NOT NEGATIVELY IMPACT NEIGHBORING PROPERTIES OR ENGINEERING DIVISION_ � - o �+ T'o� o To THE CITYs RIGHT OF WAY APPROVED AS NOTED s LT/ I N T B INSTALLED PSTANDARD DETAIL ER-900 �� 1�_ � 0 . .. x� 4. SILT/ FILTER FENCE O EPER CITY 7 5 I� _ P s 6� b JCL, - "� � � ) C�> 5. FILTER SOCKS SHALL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM: THE CONSTRUCTION SITE. SEE CITY STANDARD DETAIL ER-902 i Flo? 1 32Z a_7 _ Fly `� I 6. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T.5.13. 02/07/2024 N 7 N ; Epp 7.1NSTALL AND MAINTAIN ALL TESL MEASURES ACCORDING TO APPROVED PLANS; NO STORMWATER MANAGEMENT SYSTEM � ril° t i7� _ CITY OF EDMONDS STANDARD DETAILS AND ALL OTHER MEASURES THAT MAY BE REQUIRED AT THIS TIME. IF NEW AND/OR _ 4;� o I GI REQUIRED Du ING CONSTRUCTION. T o ._ s REPLACED IMPERVIOUS SURFACE EQUALS g,�r1- r F1 oti pp-IU vvP sH�u, NOT- �I,o Ip I NL �� i Pffill-fy 1 I-11 1 PLAN DRAT NACE NDTES 2000SQFT OR GREATER A STORMWATER ` G i? ;l?E h _.. - Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a MANAGMEMENT SYSTEM MAY BE REQUIRED 4' l minimum 6 inches within io feet: PER CITY CODES AND STANDARDS' Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 Inches of fall within 10 feet, I drains or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces � - — 9 Y p within 10 feet of the buildingfoundation shall be sloped a minimum of 2 /o awayfrom the building.SEC. R401.3 L€� lal , ,� O w x 305 5 - 3C&5 -� TREE NOTES ALL DISTURBED SOILS SHALL BE t-PNPINv 1 (7 C70v"/k _0 U I' COMPOST AMENDED PER CITY OF U 1 9 Y � ` 1. NO TREES ARE `PROPOSED TO BE REMOVED AS PART OF THIS PROJECT l o(� _ I , PL C C� -5 K I to„S pf (�K INS 5 , . , �, I r �� t ON SITE PARKING NOTES EDMONDS STANDARD DETAIL SD-642 OR � � ,� o I., - c� _ � �t� i� _ I �G t� �' _ _ � _ ._ _ 1. (2 8.5 x 16.5'SPACES IN `DRIVEWAY LABELED AS P1 AND P2 Ltd T ) APPROVED EQUAL. - ' •, _ , •. - � 2. WIDEN EXISTING :DRIVEWAY TO THE WEST WITH NEW, PACKED GRAVEL SURFACE FOR PART OF THE OFF STREET PARKING SPACES. . EXISTING PACKED GRAVEL SURFACE T EASTDRIVEWAY T IN P T OWNER/CONTRACTOR IS RESPONSIBLE FOR J1 / 3 S G C G A Su C O E S OF O INCLUDE AR OF I � . .{ 1 THE OFF STREET PARKING SPACES EROSION CONTROL AND DRAINAGE �. PROVIDE NEW LANDSCAPING BETWEEN WIDENED PARKING AREA AND PROPERTY IN i SC G E E I GLINE. o 1 D _-6\t/ c LANDSCAPING SHALL BE SUCH THAT PLANTS DO NOT EXCEED TIN MATURE HEIGHT AND o- 0D t �`� PREVENT VEHICLES FROM DRIVING IN RIGHT OF WAY BEYOND PROPERTY LINE. VEHICLE T (.��'fil'p��►�N- (�- ACCESS O OFF STREET PARKING IS LIMITED TO THE EXISTING 10 WIDE ASPHALT DRIVEWAY.: L, N ©TE J Z H t d OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING Q ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY `I UTILITIES MAY REQUIRE A SEPERATE PERMIT. Applicant shall repair/replace all - damage to utilities or frontage t C.t ht f Improvemen s In I y rig -O -way 2_4S iz-�7 �(� / per city standards that is caused or occurs during the permitted project. NOW 09 D 5 10 h 3. v I DO NOT SCALE DIMENSIONS FROM.'SITE PLAN NOTES DRAWINGS. WRITTEN INFORMATION SS = SIDE SEWER SUPERCEDES GRAPHIC INFO. G = GAS LINE _6C15TT14t rov/N or W =WATER LINE -ro s� N Eli-DGK-- S!✓ G {ill �JLL 1l�` OP = OVERHEAD POWER LINES V /WC711 V r?9-M ((V J y fffi,41"_ 10 BLD2023-0908 REVISION Feb 06 2024 L CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ci w 0 00 M I Lo . ) ir + ilr�l Cr3 V_ O =� ®W ! f v0 Z Rr > V N 0 c rn T 00 n ■+ ) m M C E N It W Lu N N' p 0 U vi 06 -a L C C Cz o E U) .� LU 0 0 N 0 00 M Q z Z O_ W 0 W 8 W Q� J a cr lr N co Ln O T