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APPROVED PLN ENG RESUB3 BLD2023-1300+CIVILS_Plan+11.22.2024_11.42.40_AM+4634825AFIRST FLOOR AND BASEMENT RENOVATION OF AN EXISTING SFR. NEW 422 SQ-FT COVERED BACK PATIO. CONVERTING PART OF ATTACHED GARAGE INTO LIVING SPACE. CREATING A WET BAR IN BASEMENT. BEDROOM, BATHROOM REMODEL IN BASEMENT. KITCHEN, BEDROOM, BATHROOM REMODEL ON MAIN LEVEL. LEGAL DESCRIPTION STRATHY ARBOR BLK 000 D-00 - LOT 3 SUBJ ESE CITY OF EDMONDS VICINITY MAP /N FROM GOOGLE MAPS 4 7 _ y93ia z � � 3 Hq4 St - m H t PROJECT INFORMATION OWNER MACILVAINE CALEB & ELIZABETH G JURISDICTION EDMONDS PARCEL NUMBER 00588200000300 ZONING RS-12 YEAR BUILT 1962 LOT AREA 11800 (SQ.FT) APPROVED BY PLANNING Dec 05 2024 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 _12-- Corner. Flag Setbacks: Required Actual ------------- 25' Front =- -- -- -- ok =----------- 10710' ok Sides 25 ok Rear _------'----� Other ------- 25' - 19'6" Height Setbacks for new patio only IE) SANITARY / STORM IEI 811 CONC, SEWER LIN CENTER OF STREET SEWER EASEMENT REC, 1964447 IEI WATER MAINvo� EW010 '1F CURB ioo� 1,*00 EDGE OF CURB — 00 �o , O�1 - - [anitary sewer/storm IEI WATER METER ,ce0 ment exists along east \N/ erty line of subject O/ PRIMARY EN RANCE erty. No work shall� < �� r within easement\_',O \ / �'( LAN FF O ++�� FLOPS \ P N , IEI 811 PVC STORM LINE .r WORK AT FRONT OF HOUSE NO LONGER INCLUDED IN SCOPE OF WORK. SILT FENCE TO BE INSTALLED AT AREAS OF DISTURBANCE AND PLACED EAST OF THE EXISTING DITCH LINE. NO GROUND DISTURBANCE SHALL OCCUR WITHIN THE DITCH LINE. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE o. CO OR H LAWN 3,Z� + / FF — IEI 1 / �5 �O DRIVEWAYCE _ ♦ < ADJACENT S�RUCTURE EXISTING BUSH E VT � DECK 0 �' .:.:.• :.:.:. •.•.:. .� � +::::; 1 EET sETBACj 5 • :::: .::::::::: :::::::�-::::::::: sTR . : EXISTING :�::::�::::�:::: • / ���� I \ RESIDENCE:�:::�:�::�:��•��'� ::::::::: 9222 183RD PL SW • ' - 0,-0 \ fir, ' • ' • ' • ' • ' EDMONDS, WA 98020 ,� 9\ .:. • . • : • INI to < �` .. . . •• COVERED Y -� ;a • PATIO IQGo I w IU) 0 �� ♦ ♦ ADD GUTTERS/DOWNSPOUTS I> AND SPLASHBLOCKS x A FAC NT ♦ _� / S RUa IRE + ♦ I� J II INI DO W S EXISTING PATIO TG / LOW S + BE REMOVED � �I ROgOWN POUFS Q I � LAWN � � I > I 1 + ` �I p wl I l FF -4 > coo 0 `> a +I , 1 / O / - �> + I L / FOIL E t> 1 101 —F 1ARE CL �i 1 — + IEI STS BM D CH \ \ R %R YARD SETBACK 25' i FOILAGE \ I AREA / 1 I- 1 1 �+ + , + + +\ 21� ' TO h� 1 I ini / + l I OI � J CV SITE PLAN & TESC PLAN SCALE 22X34 1" = 10'-0" SCALE 11 X1 7 1" = 20'-0" LEGEND PROPERTY LINE OF PROPOSED PROJECT PROPERTY LINE OF ADJACENT PROPERTIES Q CONTOUR LINE - 5' ELEVATION CHANGE z0 m z o EXISTING STRUCTURE W/ tz W INTERIOR RENOVATION U) R w O 0 d U NEW STRUCTURE w N N a co � o 5M /Y\, � o EXISTING STRUCTURE LU o c" CENTER LINE OF STREET EDGE OF CONCRETE --- --- ROOF OUTLINE — PROPERTY SETBACK YES DESN INC EXISTING TREES/FOLIAGE (206) 432-1111 (ECAI 25% SLOPE FOR TREES YENDES.COM (ECAI SEVERE EROSION HAZARD 15%-40% (ECAI LANDSLIDE HAZARD AREA 40% EASEMENT S 0 -1 V DITCH FILTER FENCE PER SHEET A3.3 APPROVAL STAMP CONSTRUCTION ENTRANCE PER SHEET A3.3 OR IEI HARD SURFACE TO REMAIN Q DOWN SPOUTS WATER LINE ® WATER METER — 811 PVC STORM LINE SEWER LINE ENGINEER STAMP ENGINEERING DIVISION APPROVED AS NOTED 0 2/03/2024 = U w PROJECT PROPOSES LESS 00 THAN 2000sf IMPERVIOUS N SURFACE AREA; THEREFORE, w Z w STORMWATER MANAGEMENT p O .6 o NOT REQUIRED. m 0 2 rn Lu J U) U Q w w a- < SHEET INDEX w o Cq �0 C1.1 SITE PLAN & PROJECT INFO & TESC PLAN 0 N J � O C1.2 AVG. GRADE & ZONING CALCULATIONS w N a N o 0 2 m w A .1 GENERAL NOTES & WINDOW DOOR CHEDULE Z O Z A2.1 ISTING BASEME T OOR PLAN LL Q -J A2.2 P OSED BASE NT FLOOR PLAN Z A2.3 EXIST I FLOOR PLAN PROVIDED D- — M A2.4 PRO IN FLOOR PLAN IN THIS LLJ F--- (-) A2.5 F PLAN PLAN SET F— W U) U w A ELEVATIONS O ~ o 0� °6 A3. E M N SE 0 1 N D T I LS T. 1 0- A3.4 EDMONDS EROSION DETAILS PT. 2 06 .1 BUILDING SECTIONS RESUB A5.1 ARCHITECTURAL E AILS BLD2023-1300 Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES S-0.0 RUCTUR NOTES DEPARTMENT JOB NO. 23-0032 S-1.0 FOUN TION PLAN HALF SCALE 11x17 FULL SCALE 22x34 S-2.0 S FLOOR F MING PLAN SHEET S-3.0 ROOF FRAMING P N C 1.1 -1 STRUCTURAL DETAILS LEGEND CONDITIONED AREA INCLUDED IN AREA TABULATIONS ® UNCONDITIONED AREA INCLUDED IN AREA TABULATIONS CONDITIONED SPACE EXISTING/REND NEW TOTAL NEW AND REPLACED IMPERVIOUS SURFACE CALC BASEMENT LEVEL 1196 SQ-FT 203 SQ-FT 1399 SQ-FT SFR ROOF EAVE 2186 SQ-FT p0� 'o OPEj DRIVEWAY MAIN LEVEL 1888 SQ-FT 0 SQ-FT 1888 SQ-FT DRIVEWAY 812 SQ-FT 3p P� BASEMENT LEVEL P �. k'� moo. IN) PERVIOUS UNCOV ED DECK TOTAL 3084 SQ-FT 203 SQ-FT 3287 SQ-FT A NEW COVERED PATIO 429 SQ-FT SHED 124 SQ-FT IEJ PERVIOUS UNCOVER DECK UNCONDITIONED SPACE EXISTING/RENO NEW TOTAL TOTAL 3551 SQ-FT / ATTACHED GARAGE 633 SQ-FT -203 SQ-FT 430 SQ-FT �/ ��� UNCOVERE DECK 319 SQ-FT 0 SQ-FT 319 SQ-FT TO REMAIN, NEW AND REPLACED IMPERVIOUS = 3551 ♦ �� COVERED PATIO 294 SQ-FT 128 SQ-FT 422 SQ-FT SQ-FT < 5000 SQ-FT (OK) -� SHED 124 SQ-FT 0 SQ-FT 124 SQ-FT TOTAL 1370 SQ-FT 132 SQ-FT 1295 SQ-FT PER 7.50.070.A.2.b.ii : A LOT WITH AN EXISTING SFR WITH NEW, REPLACED AND EXISTING 2 GRAND TOTAL = 4789 SQ-FT IMPERVIOUS BELOW 5000 SQ-FT DOESN'T NEED TO PAY A \ G FC jEl SFR ROOF SAVE MAX LOT COVERAGE CALC C.P I LOT AREA 11800 SQ-FT SFR ROOF EAVE 2186 SQ-FT I MAIN LEVEL NEW COVERED PATIO 429 SQ-FT IEI SFR SHED 124 SQ-FT INI COVEREDI I PATIO TOTAL 2739 SQ-FT L CD 0 0 �I I 00 LU +1 MAX LOT COVERAGE = 11800 * 35% = 4130 SQ-FT (MAX) z I U SHED PROPOSED LOT COVERAGE = 2739 SQ-FT < 4130 SQ-FT (OK) J IJ O' a A 0 O AREA TABULATIONS OF PROPOSED PLAN a Z SHED LOT COVERAGE PROPERTY LINE 737 AVERAGE BUILDING ELEVATION CALCULATION CORNER ELEVATIONS A = 213.21 B = 222.5 C = 211.32 D = 208.1 855.13 Formula 1: 855.13 91 MAX HEIGHT = 25 FEET 1,0 213.7825 C O nl c1{ N N VERAGE GRADE CALCULATION AND HEIGHT ODE: 24.90.010.1. AND 16.20.030. : -I b.LU.Uju. YARD CALCULATIONS REAR SETBACK = 25 FEET REQUIRED REAR YARD = 25' STREET SETBACK = 25 FEET REQUIRED FRONT YARD = 25' SIDE SETBACK = 10 FEET REQUIRED SIDE YARD = 10' YARD CALCULATIONS CODE: 16.20.030. Ll J H H ZO m Z 0 U U w w O � d U LU'ticN N °° o 0 6 fm©..... q�p 04 YEN DESIGN INC. (206) 432-1111 YENDES.COM APPROVAL STAMP ENGINEER STAMP 0 C) ~ w 0 m N J Z J Lu LU 0 O .6 o 0 co N LU J U U) a) Q w w d 0 � N z > o w 0 N J 00 � O w N a N rn 0 LU LU (n 0 Z Q O r C� Q Q J Q 0 CD Z Z O N 06 JOB NO. HALF SCALE 23-0032 11x17 FULL SCALE 22x34 SHEET C1.2 A, 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL A 2 a 25' MIN RADIUS OP�y�P o � a4 QUARRY SPALLS Do f 2-4N " MIN DIA a4 a4 a4 12" MIN DEPTH ,\\/\ Do % a4 a4 4� r\\\\ Do DIN 204\ \ a NATIVE BACKFILL MATERIAL 8►, T,9 15' MIN -I 1 e401 % PROVIDE FULL WIDTH OF INGRESS/EGRESS DETAIL NOTES: FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 2" x 2" WOOD/STEEL POSTS O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. — NOTES: rTO WIRE MESH FENCE o SUPPORT FILTER 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED I I FABRIC ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 04 ! 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH —\\/�\ \ \/\\�//\�//��/\� \ \ ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO j�/j� TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC i\\/\\/\\\\/\\/\\/ � i�/ �/.� RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. - . BURY BOTTOM OF FILTER 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL N MATERIAL 8" TO 12" BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6' MAX 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT NOTES: TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN ACTIVITY. III BEFORE OTHER WORK CAN BEGIN REVISION DATE - REVISION DATE - STABILIZED CONSTRUCTION JANUARY2o18 FILTER FABRIC FENCE JANUARY2018 CITY OF EDMONDS ENTRANCE r ti�CITY OF EDMONDS FILTRATION SYSTEMS T�'' PUBLIC WORKS STANDARD �� PUBLIC WORKS STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R- 9 01 APPROVED BY: R. ENGLISH E R- 9 0 0 EDMONDS STANDARD EROSION DETAILS PT 1. 22x34: SCALE 1/4" = 1'-0" 11 x17: SCALE 1 /8" = V-0" z 2 O co U) U � U) Of W W � d co W N 0 o 03 YEN I?ESIfitI INC. (206) 432-1111 YENDES.COM APPROVAL STAMP ENGINEER STAMP 0 U) ~ w Qco N J Z J w w o p .6 o 0 co N w J U U) a) Q w w d o � w N zco > z 0 N J 00 � 0 w N a N rn o w o Q CL 0 U) z Q Q LLI 0 p 0 Z Z O - 5 U RE&B Jul 0Y024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JOB NO. 23-0032 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A3.3 0 'K AREA AVAILABLE FOR SEDIMENT TRAPPING (TYP) IE CONTOUR LINE (TYP) ANGLE TERMINAL END UPHILL 24" TO 48" TO PREVENT FLOW AROUND WATTLE (TYP) WATTLE TRENCH, SEE NOTE 2 2"x2"x24" UN —TREATED WOODEN STAKE (TYP) SEE WATTLE SPACING TABLE (TYP) SECTION A —A W WATTLE INSTALLATION ON SLOPES NOTES: WATTLE (TYP) SEE DETAIL 2" MIN' 5" MAX. z N 2"x2"x24" UN —TREATED WOODEN STAKE (TYP) „ 3 MIN 4" MAX 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER WATTLE SPACING TABLE SLOPE MAXIMUM SPACING 1 H:1 V 10'-0" 2H:1 V 20'-0" 3H:1 V 30'-0" 4H:1 V 40'-0" >4H:1 V ONE RUN ONLY 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. J H H Z 75; O m U) U � U) Of W W o a co W N 0 0 wo 03 YEN I?ESIfitI INC. (206) 432-1111 YENDES.COM APPROVAL STAMP ENGINEER STAMP ki 0 J z Lu 00 0 o 2 w C) J W a H ZCq w N 0 co N � 0) Lu m N_ J Lu 06 o m > N J a U' U d � W 0 Z CQ J 00 00 z 0 Q N 0 �mLU _ REVISION DATE JANUARY 2018 cV CITY OF EDMONDS WATTLE INSTALLATION Q � ��'' PUBLIC WORKS STANDARD o J DEPARTMENT DETAIL < Q c s f g 9 APPROVED BY: R. ENGLISH E R- 9 0 3 v) o z z 0 0 5 U RE&B Jul 0Y024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS STANDARD EROSION DETAILS PT 2. 22x34: SCALE 1/4" = 1'-0" 11 x17: SCALE 1 /8" = V-0" JOB NO. HALF SCALE 23-0032 11x17 FULL SCALE 22x34 SHEET A3.4