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N <br />W / E <br />S <br />PERMT <br /># B2201-048 <br />BM P T5.13 <br />BMP 233 75TH ST SE <br />BMP 123 <br />LOTLINE <br />BENCHMARK. GASE 0P SroPSIGN =2GG <br />r � I <br />W.3wINDDwWELL A <br />11'-6" <br />BM P T5.12 <br />BM P T7.30 SITE ADDRESS <br />1318 75TH ST SE, EVERETT WA 98203 <br />NAME OF OWNER <br />EE E°SUMPPUMP BLUE MOON REALTY LLC <br />23' - 0 1/2" <br />E .....���.—�..�.... ...... <br />PROPOSED SFR <br />E LEGAL DESCRIPTION <br />I BEVERLY PARK 1ST ADD BLK 000 D-02 <br />W 1/2 OF N 50 FT OF LOT 27 & W 1/2 OF LOT28 <br />- <br />P3Osit"iiDRIVEWAY IE LESS PTN FOR R/W CITY OF EVE PER REC AF NO 9802030174 <br />i^. vc, <br />de <br />PARCELTAXID <br />I 00394000002702 <br />PARKING CALCULATION <br />PgOP06FOBINGLE FAMav aE6m6xnAL <br />BECOxDLOLOOa628 i62' <br />B GARAGE —BON. 6'x 231/2" 61 <br />N <br />D <br />N M� W <br />52' - 0" <br />Ws � <br />\ G.BwINDDwwELL C <br />S w <br />rc G G / S <br />\ \ W�W.NINLET <br />3'-0' <br />a 7 V s \w <br />a <br />V L� s w <br />BMP103 r- ---\ -------------------------- L <br />23' - 6' , <br />BMP 153 <br />BMP 150 <br />23'-6• <br />-A <br />-AADU DRIVE— <br />BMP 105 E E <br />J E— BMPT5.12 — — — <br />BMP 220 E� <br />BM P T7.30 <br />SITE PLAN <br />1 If <br />= 20'-011 <br />40• - 0" <br />BM P T5.10B/C <br /># PARKING SPOT PROPOSED: 2 FROM SFR GARAGE <br />(1 FROM DADU GARAGE PROPOSED IN #62109-029) <br />HEIGHT CALCULATION <br />STOP SIGN BASE ELEVATION =100' <br />A=98 <br />B = 97'6" <br />C = 95' 6" <br />A• PERroa.TED D = 95' <br />TERE <br />ETEROF <br />41 <br />OME <br />A+B+C+D = 386' <br />DIVIDED BY 4 = 96'6" <br />DOWNS O R +28' ALLOWED <br />SUMP PUMP=124'6" MAX HEIGHT <br />LOT COVERAGE BY BUILDING <br />LOT SIZE = 6969 SF <br />BMP <br />T5.10B/C PROPOSED SFR 52'X26' & 6'X23'=1494 SF <br />PROPOSED DADU OF 40'X24' FROM #B2109-029 = 960 SF <br />% COVERED BYBUILDINGS =((960+1494)/6969)*100=35.21% <br />A QED <br />TUw��ERDP QUANTIFIED SURFACE AREAS <br />HDME TOTAL PROPOSED ROOF AREAS OF SFR =1845 SF <br />TOTAL PROPOSED CONCRETE DRIVEWAY OF SFR = 493 SF <br />TOTAL PROPOSED ROOF AREAS OF DADU (#B2109-029) = 1161 SF <br />TOTAL PROPOSED CONCRETE DRIVEWAY TO DADU (#B2109-029) = 258.5 SF <br />TOTAL SFR QUANTIFIED SURFACE AREAS = 2338 SF <br />TOTAL DADU QUANTIFIED SURFACE AREAS (#B2109-029)=1419.5 SF <br />LEGEND: <br />PROPERTY LINE: <br />GUTFERDOWNSPOUF <br />J <br />ROOF OVERHANG: -------------------------------------------------- <br />HOUSE LINE: <br />1" NEW WATER LINE: W W W W W W W W <br />W <br />4" NEW SEWER MAIN:S S S S S S S S <br />S <br />NEW OVERHEAD POWERLINE:-EE E EEEE <br />E <br />REUSED GAS LINE <br />PER PSE: G G G G G G G G <br />G <br />EXISTING WATER METER:( <br />NEW ELECTRIC METER: () <br />NEW GAS METER: GM) <br />CONCRETE: <br />BLUE MOON REALTY LLC <br />PROPOSED SFR <br />GENERAL NOTES <br />1. THIS PROJECT SHALL COMPLY WITH ALL GOVERNING REGULATIONS, ORDINANCES, <br />BUILDING CODES, OR COVENANTS OF THE AREA IN WHICH IT IS BUILT. <br />2. APPROVAL BY AN INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE <br />FROM THE DRAWINGS OR SPECIFICATIONS. <br />3. THE CONTRACTOR SHALL SCHEDULE WALK-THROUGHS AT EACH OF BELOW NOTED INTERVALS: <br />A. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. <br />B. PRIOR TO THE COMMENCEMENT OF ALL MECHANICAL+ ELECTRICAL WORK. <br />4. PROVIDE ALL NECESSARY BARRICADES, WARNING SIGNS,+ DEVICES TO <br />PROTECT PUBLIC + CONSTRUCTION PERSONNEL DURING CONSTRUCTION <br />5. MAINTAIN ALL REQUIRED ACCESS+ EGRESS DURING CONSTRUCTION. <br />6. VERIFY ALL DIMENSIONS ON SITE <br />7. ALL INFORMATION IS PRVIDED BY THE CLIENT <br />8. 2018INTERNATIONAL RESIDENTIAL CODE <br />DRAWING INDEX <br />Al <br />SITE PLAN <br />A2 <br />BASEMENT FLOOR PLAN <br />A3 <br />FIRST FLOOR PLAN <br />A4 <br />SECOND FLOOR PLAN <br />A5 <br />NORTH VIEW <br />A6 <br />SOUTH VIEW <br />A7 <br />EAST VIEW <br />A8 <br />WEST VIEW <br />A9 <br />SECTION DETAILS <br />A10 <br />GENERLA NOTES <br />All <br />SCHEDULES & ENERGY CREDIT <br />SITE PLAN <br />DATE: 4/25/2022 <br />Al <br />coco <br />co <br />N <br />N <br />CD <br />N <br />N <br />T1p <br />