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APPROVED ENG PLN RESUB2 BLD2021-1657+Site_Plan+6.4.2022_12.06.21_PM+2912174© Copyright 2021 DEFINITIVE DESIGN GROUP THESE DRAWINGS ARE COPYRIGHTED MATERIAL AND MAY NOT BE COPIED OR REDRAWN WITHOUT THE EXPRESSED WRITTEN CONSENT OF DEFINITIVE DESIGN GROUP. THESE DRAWINGS ARE LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREIN AND FOR THE USE AND COMPLETION OF ONE CONSTRUCTION PROJECT. ANY OTHER USE OR REUSE IS STRICTLY PROHIBITED WITHOUT WRITTEN CONSENT BY DEFINITIVE DESIGN GROUP. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. BLDG ENGINEERING DIVISION APPROVED AS NOTED 07/07/2022 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 APPROVED BY PLANNING Jun 13 2022 Zone L--RS-8- , Corner Flag Setbacks: Required Proposed Front S 25 42.4 Sides WE 7.5/7.5 :7.5/7.5+ Rear N 15 42.5 Other 25 21.9 Height ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. Applicant 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. See Stormwater Management Data below for total proposed impervious surfaces. Structural Lot Coverage LOT SIZE 11755 EX. STRUCTURE 1970 PROPOSED ADDITION 936 COVERAGE RATIO 24.7 % Impervious Surfaces LOT SIZE 11755 STRUCTURES EXISTING (w/ roof overhang) 2485.0 STRUCTURES PROPOSED (w/ roof overhang) 1025.0 EX. DRIVEWAYS 593.5 EX. SIDEWALKS 168.5 EX. GRAVEL PATHWAYS & PATIOS 412.7 PROPOSED SIDEWALKS 124.0 PROPOSED GRAVEL PATHWAYS & PATIOS 0 TOTAL IMPERVIOUS SURFACES 4808.7 IMPERVIOUS SURFACE PERCENTAGE 40.9 DOUINSPOUT TO SPLASH BLOCK, TYP 6 PLC$ TIE FOOTING DRAINS INTO EXISTING SYSTEM Maintain a minimum of 10' horizontal separation to allow for a vehicle to leave the garage. Raise frame and grate of sewer manhole as needed Connect new asphalt approach to the existing concrete driveway (City Standard Detail TR-546). Stormwater Management Data TOTAL ON PROPERTY 1149 DRIVE WAY IN R.O.W. 410 TOTAL SQUARE FEET 1559 Replace existing 12x12 drain with Type I catch basin (minimum) that shall be placed on City stormmain to collect surface water runoff at the SITE PLAN low spot and from Maplewood Ln. An alternative method may be considered for review and SCALE: 1" = 20' approval (such as a berm and/or grading of new asphalt driveway approach, etc.). Property Owner's Linda Cyboron Aaron and Anna Cyboron Project Address 8605 Maplewood Lane Edmonds, Washington 98026 Parcel No. 27041900201400 Legal Description SEC 19 TWP 27 RGE 04RT-16) BEG SECOR OF PLAT PUGET VIEW TRS TH S00*05 45E 375FT TO TPB TH CONT S00*05 45E 106.99FT TO NLY MGN MAPLEWOOD RD TH S65*41 51 W ALG NLY MGN SD RD 10 1.1 OFT TH N00*05 46E 148.74FT TH S89*54 14E 91.72FT TO TPB Section - Township - Range QTR SEC17 TWNSP RANGE NW 19 27 04 Building Height Calcs MAX. BLDG HEIGHT 115.9 REF. DATUM (water meter, assumed) 89.00 A 90.60 B 90.00 C 90.50 D 90.90 TOTAL/4 361.90 AVERAGE GRADE AROUND BLDG 90.48 MAXIMUM BLDG HEIGHT 115.48 ACTUAL PROPOSED BLDG HEIGHT 112.40 Lot Coverage Calcs LOT SIZE 11,755 EX. ROOF OUTLINE 2,513 *PROPOSED ADDITION 935 EX. DRIVEWAY & SIDEWALK 770 *PROPOSED SIDEWALK 124 EX. PATIO (concrete pavers) 375 *PROPOSED PATIO 42 COVERAGE TOTALS 4,985 COVERAGE RATIO 42.4% * Denotes areas used for the Stormwater Management Data CALL 811 BEFORE YOU DIG CALL 2 BUSINESS DAYS BEFORE YOU DIG a)0 0 �00 U M.cu @0 E rn� N O N m O LO LO co t9 CD N H N c 0 J o � Co M o 1� 0 0 U CD ON Do LU BLD2021-16 REST Jun 06 2 CITY OF EDM( DEVELOPMENT S DEPARTME Date June 1st, 2022 Drawn By: J M P Sheet C� ;ES