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APPROVED PLN ENG BLD2020-0893+Site_Plan+8.17.2021_10.41.08_AM+2360419RESUB 8/17/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2020-0893 SW 114, SW 114, SEC.201 T,27N, R.04E, W.M. CITY OF EDMONDS, WASHINGTON I EX. BLOCK WALLS I (-2' TALL) PROP. WATER METER & WATER CONNECTION I EX. BLOCK WALL _ N01 '59'30 "W (-2 TALL) 4.00, ELEV: ELEV: 412.9' ELEV.• 409.2' _ 409.2' 410 N89'21'50 E 17.20' / N89'21 '50 E 36.01' SFR# 21014 TAX#00566900400106 IELEV: I I EX. CONC. WALL 412.9' 1' T('2' TALL) L 410 31.0409.3'N8T26'40"W 10' BSBL 1' 210STORY �V CANTILEVER 4p8 I oa ko �aa x� PROP. o-1 -------- INFILTRATION TRENCH ---------- 1-------- 10' BSBL 45.9' ELEV: 406.4' \_NO 1'59'30"W 2.00'a71 4' _� 11.4 iD i 48.0' I � � PROP. 40.0' DUPLEX — FF=409.0— — ED C � FD Ljj ',4' WAL 10.0' 1 N89'21'50'E 120.04' PROP. SS CONNECTION 9 PROP. DRY one TAX#00566900400203 UTILITIES tOVED B PLANNING Setbacks: Required Proposed LOCATION Front E -15--- _25- Sep 20 2�21 Sides N/S __10/10 _-----0- / 0- of 0 APPRO�. LOCATIM I —OF 2.5' GAS LINE PE i INT MARKft �39.6' ELEV-406.59 z E� o 408.8' 03 I U) cr) �T1 I N3 r AOV PROP. MAILBOX Cn LOCATION I —PROP. RAIN GARDEN _SS_ 30.01 ' Rear -- I W LEGEND - -15 - -46 --------' --------' EX CB�❑/� 0 PROPOSED FLOW Other _______; RIM=403.6I' I ✓�-�� DIRECTION 25+5 25.67 It 6 ' N=402.51 PVC( ) ' zo Height �_____ _ , ---- �17171T1 EXISTING BUILDING BUILDING HEIGHT CALCULATION I�1/11 PROPOSED DUPLEX. EXISTING EDGE OF NW (A) — 409.5' ASPHALT BOUNDARY AND TOPOGR4PHY SHOWN SW (B) — 405.6' EXISTING PROPERTY BASED ON A PRELIMINARY SURVEY SE (C) — 404.9' BOUNDARY EXISTING RIGHT—OF—WAY CREATED BY WESTERN ENGINEERS & NE LDD — 409.0' LINE SURVEYORS INC. ON 0412016. TOTAL 1630.06' — — EXISTING LOT LINE EXISTING STORM DR41N LOT COVERAGE CALCULATION AVERAGE GRADE = 1630.06%4 = 407.25' SD LINE EXISTING SANITARY TOTAL PROPERTY AREA: 7,444 (0.171 AC) STANDARD MAX. BUILDING HEIGHT = 25' OR SS SEWER LINE 432.25' W EXISTING WATER LINE MAXIMUM LOT COVERAGE ALLOWED: EXISTING DITCH OR 459 OF NET AREA OR 3,350 SF. MAX. BUILDING HEIGHT = 30'* OR 437.25' � SWALE F — — — 1 PROPOSED BUILDING *NOTE: 30' MAX HEIGHT ALLOWED IF ROOF DESIGNED BUILDING FOOTPRINT. SLOPE IS 4:12 OR GREATER. LL _ _ _ 4 W/ ROOF OVERHANG *NEW DUPLEX = 1,942 SF. (26.19) DESIGN HEIGHT = 407.0' + 25.67' = 432.67' SD PROPOSED STORM DRAIN HARDSCAPE AREA CALCULATION *NOTE: INCLUDES FOUNDATION OUTLINE AND LEGAL DESCRIPTION 2ND FLOOR 1' CANTILEVER IN REAR. TOTAL PROPERTY AREA: 7,444 SF (0.171 AC) SEATTLE HEIGHTS DIV 4 BLK 004 D-01 N 60FT ENGINEER/SURVEYOR ON —SITE HARDSCAPE OF E 120FT LOT 2 TGW THOSEPTNS LOT 1 DAF NEW DUPLEX ROOF 2,135 SF. — S 4FT OF E 36FT OF W 246FT THOF & S 2FT WESTERN ENGINEERS &SURVEYORS, INC. *NEW FRONT WALKS 200 SF. OF E 31FT OF W 277FT THOF & TH PTN LYING 9740 EVERGREEN WAY *NEW PATIO 126 SF. SLY OF LN DRAWN FR NE COR OF S 2FT OFW EVERETT, WA 98204 *NEW DWY 735 SF. TOTAL 3,196 SF. 277FT SD LOT 1 TO SE COR SD LT 1 AKA REV PHONE: (425) 356-2700 PARCEL D CITY OF EDMONDS SP S-34-85 REC FAX: (425) 356-2708 OFF —SITE UND AF NO 8612170217 NEW DWY ENTR4NCE 247 SF. OWNER OF INTEREST SUBJECT TO ALL EASEMENTS, RESTRICTIONS, AND DAVID HARRIS ENTERPRISES RESERVATIONS. SITUATED IN THE CITY OF 19702 20TH AVENUE NW EDMONDS, STATE OF WASHINGTON. SHORELINE, WA 98177 OFFICE: (206) 795-2009 ZONING ENGINEERING DIVISION CELL: (206) 546-5392 APPROVED AS NOTED RM-2.4 �. 09/30/2021 COPYRIGHT © 2020 Western Engineers & & Surveyors SURVEYORS o PLANNERS o ENGINEERS (425) 356-2700 LAND USE CONSULTANTS CIVIL ENGINEERS o LAND SURVEYORS *** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** �I U) I ROX. LOCATION dF SEWER STUB PER ER DESCRIP ION EX SSMH RIM=403. 1 IE OUT(N)— I I SCALE. 1" = 20' 0 20 40 B UILDING NOTE TOTAL NEW/REPLACED HARDSCAPE 3,443 SF. *NOTE. DOES NOT INCLUDE AREAS BELOW ROOF EAVES SEE APPROVED CIVIL PLANS FOR ALL ENGINEERING REQUIREMENTS. UTILITIES NOTE SEE FILL/GRADE PERMIT BLD2020-0894 FOR ALL ENGINEERING REQUIREMENTS. ***See Civils under the Fill/Grade Permit (BLD2020-0894) for all Engineering Requirements.*** SITE ADDRESS: 21022 74TH AVENUE W EDMONDS, WA 98026 BLD2020-0894 SITE PLAN FOR: HARRIS DUPLEX SW 114, SW 114, SEC.20, T.27N, R.04E, W.M. CITY OFEDMONDS, WASHINGTON DRAWN BY DATE REV. BY DATE PROJECT MANAGER NAT 06104120 02 TAS 02109121 T. SARKELA DRAWING FILE NAME CHECKED BY F.B. NO. JOB NUMBER 201868ABASEDWG TAS — 20-1868-A TAX ACCOUNT NO. (S): 00566900400201 SCALE 1 "=20' SHEET NO. 1 OF I