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BLD2020-0894+Site Plan+8.25.2020_10.01.32_AMBLD2020-0894 SEE SITEPLAN WITH BLD2020-0893 RECEIVED SW 114, SW 114, SEC.20, T.27N, R.04E, W.M. 8/25/20 CITY OF EDMONDS, WASHINGTON CITY OF EDMONDS NEW 1'-3' BLOCK WALL I I cn DEVELOPMENT TOP=410.0 I c SERVICES DEPARTMENT TOE=407.0 BACK OF WALL SHALL BE SET BACK A MIN. OF 3' FROM I EXBLOCK WALLS FACE OF ADJ. WALL . (-2' TALL) N89'21'50'E TAX#00556900400106 EX. BLOCK WALL 36.01' SFR# 21014 N01'59'30"W (-2 TALL) ELEV: I EX. CONC. WALL I U' 4.00' ELEV: 412.9' - - -L ('2' TALL) TBM 412.9' ELEV=406.59 ELEV: EL EV: �2 EL 470 ELEV.• 409.2' 412.9' 409.3, \ / ELEV. / 31.01' N8T26'40"W 408.8' o _ 409.2410 N89 21 '50 17.20' W / \ ND 1 'S9'30 "W 11.4' 10' BSBL �- - - - - - 2.00' 25 0' Nool 1 ' 2ND STORY 48.0' / CANTILEVER I <- - 1 ° ° R10.0' I W '08 ° ° 40g I o PROP. 40.0' _ Eli DUPLEX---FF=407.0- o a N a °(TBR) 6 h x L / pEd- a R10.0'Ti I n I / - - RAIN GARDEN FOR DRIVEWAY RUNOFF, 36 SF. 45 9' _ _ _ _ B �C MIN. AT PONDING LEVEL. 10' BSBL a 4' WALK a SEE DETAIL, SHEET 4. ELEV.- 10.0' SS 406.4' N89'21'50'E 120.04' LEV. 30.01' INSTALL NEW 6" PVC SIDE SEWER AT 2.0% MIN. 404.2' APPROX. LO ON 0 404 TAX#005669G0400203 EX. SEWER STUB PER I APP OX. LOCATION OWNER DESCRIPJION OF EX, B" D.I. WATER VERIFY EX. STUB SIZE I MAIN PER CITY CIS EX SSMH LEGEND (670 REQUIRED). REPLACE MAPPING RIM=403. I' PROPOSED FLOW IF NECESS�ARy,/ / IF OUT(N)=394. DIRECTION o EX CB EXISTING BUILDING RIM=403.61' EXISTING EDGE OF IF 6" PVC(N)=402.51 ' ASPHALT SURVEYNOTE. BLILDINGBEIGHTCALCULATI N EXISTING PROPERTY BOUNDARY AND TOPOGRAPHY SHOWN PROPOSED DUPLEX: BOUNDARY BASED ON A PRELIMINARY SURVEY NW (A) - 409.5' EXISTING RIGHT-OF-WAY CREATED BY WESTERN ENGINEERS & SW (B) - 405.6' SCALE: 1 " = 20' LINE SE (C) - 404.9' EXISTING LOT LINE SURVEYORS INC. ON 0412016. NE iD - 409.0' SD EXISTING STORM DRAIN TOTAL 1630.06' 0 20 40 LINE LOT COVERAGE CALCULATION SS EXISTING SANITARY SEWER LINE TOTAL PROPERTY AREA: 7,444 (0.171 AC) AVERAGE GRADE = 1630.06%4 = 407.25' W EXISTING WATER LINE MAX. BUILDING HEIGHT = 30'* OR 437.25' EXISTING DITCH OR MAXIMUM LOT COVERAGE ALLOWED: SWALE 45% OF NET AREA OR 3,350 SF. *NOTE: 30' MAX HEIGHT ALLOWED IF ROOF - - - PROPOSED BUILDING SLOPE IS 4:12 OR GREATER. _ W/ ROOF OVERHANG DESIGNED BUILDING FOOTPRINT: DESIGN HEIGHT = 407.0' + 25.67' = 432.67' PROPOSED STORM DRAIN *NEW DUPLEX = 1,942 SF. (26.1%) HARDSCAPE AREA CALCULATION SD LEGAL DESCRIPTION *NOTE: INCLUDES FOUNDATION OUTLINE AND TOTAL PROPERTY AREA: 7,444 SF (0.171 AC) SEATTLE HEIGHTS DIV 4 BLK 004 D-01 N 60FT 2ND FLOOR 1' CANTILEVER IN REAR. ON -SITE HARDSCAPE OF E 120FT LOT 2 TGW THOSEPTNS LOT 1 DAF ENGINEEWSURVEYOR NEW DUPLEX ROOF 2,135 SF. - S 4FT OF E 36FT OF W 246FT THOF & S 2FT *NEW FRONT WALKS 200 SF. OF E 31 FT OF W 277FT THOF & TH PTN LYING WESTERN ENGINEERS & SURVEYORS, INC. *NEW PATIO 126 SF. SLY OF LN DRAWN FR NE CDR OF S 2FT OFW 9740 EVERGREEN WAY *NEW DWY 735 SF. TOTAL 3,196 SF. 277FT SD LOT 1 TO SE COR SD LT 1 AKA REV EVERETT, WA 98204 PARCEL D CITY OF EDMONDS SP S-34-85 REC PHONE: (425) 356-2700 OFF -SITE LIND AF NO 8612170217 FAX: (425) 356-2708 NEW DWY ENTRANCE 247 SF. OWNER OF IlVTEREST TOTAL NEW/REPLACED HARDSCAPE 3,443 SF. SUBJECT TO ALL EASEMENTS, RESTRICTIONS, AND RESERVATIONS. SITUATED IN THE CITY OF DAVID HARRIS ENTERPRISES *NOTE: DOES NOT INCLUDE AREAS BELOW ROOF 19702 20TH AVENUE NW EAVES EDMONDS, STATE OF WASHINGTON. SHORELINE, WA 98177 TAX ACCOUNT N0. (S): SITE ADDRESS: ZONING OFFICE: (206) 795-2009 OFFICE 21022 74TH AVENUE W RM-2.4 CELL: (206) 546-5392 EDMONDS, WA 98026 PROJECT# COPYRIGHT © 2020 SITE PLAN FOR: Western (425) HARRIS DUPLEX Engineers & Surveyors 356-2700 SW 114, SW 114, SEC.20, T.27N, R.04E, W.M. CITY OF EDMONDS, WASIMVGTON SURVEYORS PLANNERS o ENGINEERS DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE LAND USE CONSULTANTS NAT 06104120 XX XXX XX/XX/XX T. SARKELA 1 "=20' DRAWING FILE NAME CHECKED BY F.B. NO. JOB NUMBER SHEET NO. CIVIL ENGINEERS o LAND SURVEYORS *** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** 201868ABASEDWG TAS I - I 20-1868-A 1 OF 1