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APPROVED ENG PLN RESUB1 BLD2022-1111+Site_Plan+9.19.2022_2.00.56_AM+3114875pprox. gas line location sand -set Castohn Olympic 24'' x 48'' precast concrete paver (natural grey) w/ 6" GC between (typ.) new 30" wood gate in between existing fence posts at corner of fence ex. lawn 43'' DIA. Douglas Fir Tree to be removed and stump ground down 12" below grade or removed completely r proposed tall stewartia tree (typ.) approximate sewer line connection to 224th (typ.) 36" DIA. Douglas Fir Tree to be removed and stump ground down 12'' below grade or removed completely F_ planting bed (typ.) 12-18" ht. manor stone block retaining wall to level grade Eliminate gate and finish fence C? r Nam(( / 00, CV (D70 / caCOJ ex:" lawn (1788 SF). 3'- 1'' JI - • — 1 ` sJiyaKd setback ro posed p. 1— — planting bed-(yp.) 36"fig, ac`ess gafe in 1 x6\,hdrizontal - underdeck screening ex. wood deck to be removed / 1 slope to drain 1— (241 SF) 4ea proposed spaced wood deckw/ pervious surface below — 1 — ' (405 SF) ''42'-8" ex. single family home w/ eaves (1,581 SF) proposed japanese maple tree CIP concrete patio w/ acid etch finish and saw cut score joints (Davis light gray)(123 SF) existing concrete stairs (33 S F) GAS GAS GAS GAS GAS GAS water — — — — water ex. lawn water meter 25'-0" 01 front yard setback I I l� I JJ(65exn . porch I I Iex. asphalt drive (628 SF) I 28'-11 " SITE INFORMATION Owner: Chad & Melissa Wichers Site Address: 22405 95th PL W Edmonds, WA 98020 Year House Built:1960 Easements: No known public or private easements Tax Parcel ID #: 00544300007800 Legal Desscription: Section 25 Township 27 Range 3 Quarter SE PINECREST BILK 000 D-00 - WILY 116 FT OF LOT 78 LOT COVERAGE CALCULATIONS Existing property area (SF): 9,583 Square Feet Existing house: 1,332 sf Existing stairs: 98 sf Existing shed: 46 sf Proposed new deck: 405 sf Total Proposed Lot Coverage 1,881 sf (19.63%) IMPERVIOUS SURFACE CALCULATIONS Existing property area (SF): 9,583 Square Feet Proposed concrete pavers: 152 sf Proposed concrete patio: 123 sf Proposed concrete sport court: 1564 sf Total new and replaced Impervious: 1,839 sf i o 4'-0" ex� plum tree to be removed and stump ground down below -o gr de 8' 0" �' / slope to in 1 % "� side yard setback • proposed planting bed (typ.) I proposed japanese maple tree J 2-3 man high cascade granite boulder (typ.) NOTES: 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: -CURRENT INTERNATIONAL BUILDING CODE (IBC) -2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION -WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. rift"INWINANME 00 proposed planting bed (typ.) proposed arborvitae tree (typ.) stabilized construction entrance see standard detail ER-901 (this sheet) DRYWELL SHALL BE A proposed 3x 3dry well (typ.) MINIMUM OF 5-FT FROM I PROPERTY LINE. filter fabric fence filtration system see standard detail ER-900 (this sheet) planting bed (typ.) proposed mountain hemlock 4" perforated drain line set 12'' below grade, surrounded by 10" of clean drain rock, and topped with 2" of beach pebbles to pick up court drainage and route to 3x 3dry well k Iconcrete sport court with novacoat play surfacing (blue base and white striping) including power slam 60 basketball goal or equal (1564 SF) planting bed (typ.) sand -set Castohn Olympic 24" x 48'' precast concrete paver (natural grey) • w/ 6" Beach Pebble infill (typ.) (152 SF total) I I MAINTAIN EXISTING LAWN/VEGETATION 6-4" SURROUNDING SPORT COURT DURING CONSTRUCTION. ex. shed (46 SF) 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE, 7. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES 0 4 8 16 L J SCALE:1/8'' = V-0" NORTH ENGINEERING DIVISION APPROVED AS NOTED �1�10/05/2022 PROJECT IMPERVIOUS SURFACE AREA DOES NOT EXCEED 2000sf AND THEREFORE A STORMWATER MANAGEMENT SYSTEM IS NOT REQUIRED AT THIS TIME. PROJECT CONTACT LIST Owner: Chad & Melissa Wichers Email: chad@studio342.com Phone: (206) 228-8226 Landscape Architect: Studio 342 Landscape Architecture Email: chad@studio342.com Contact: Chad Wichers (206) 228-8226 Landscape Contractor: Green Slate Landscaping Contact: Sean Friesen (425) 977-5212 _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT—OF—WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 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 TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 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 TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE 4es :B9 PUBLIC WORKS STANDARD DEPARTMENT DETAIL i APPROVED BY: R. ENGLISH E R— 9 01 2" x 2" WOOD/STEEL FILTEI TO 2 WIRE NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS —\ o `WIRE MESH FENCE TO SUPPORT FILTER I FABRIC N 'NY/ to � BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 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 T'" - PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R - 9 0 0 Wichers Residence 22405 95th PL W Edmonds, WA 98020 03 0D 4Z 1 landscape architecture p o b o x 9 7 2 e d m o n d s • w a s h i n g t o n • 98020 phone/fax (2o6)545-0342 w w w• s t u d i o 3 4 2• c o m APPROVED BY PLANNING Sep 23 2022 Zone RS-6 Corner x Flag Setbacks: Required Actual Street N,W 25' Sides S,E 71611 Rear N/A N/A 51,51 5', 5'11" Other (court) 25' 10'1" Height (deck) STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT L/V� �. V�I•FCA�h CHAD S. WICHERS CERTIFICATE NO. 931 project number: 20201101 drawn: CSW checked: CSW date issue / revision 8.17.22 Building Permit Site Plan RESUB Sep 19 2022 BLD2022-1111 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L-1 © Studio 342 Landscape Architecture, LLC