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FOR CODEc_ <br /> �Q 41-4.5 <br /> 4 w 1 Y O { N <br /> M <br /> N��✓� 4 C O g‘� ff`oor <br /> to FIELD x/..'5 <br /> 78' ELEVATION Jr /wi <br /> SOIL STOCKPILE LOCATION <br /> CO' ELEVATION COVERED <br /> Gyo��0`T�o�J�Cp /OCl O��o�`y0�o�'O�r G 6 MIL BLACK VISQUEEN <br /> BMP C 123 <br /> 0 EXISTING 25.06' N9d58'I G"E <br /> . x / SET BARK o%SLOPE 1 I I G I'i , <br /> I <br /> �1• _ ----i= <br /> 1 m <br /> z,0 X it ___' Bath _ _-,ice WI Ut iii I Q <br /> W p M r& I III <br /> Closet I <br /> Beare - Ili <br /> m 20, <br /> o II `1 u -- - r 1,1 \ ii i m • N I' i iu <br /> j0 NL <br /> xU �' Klm,ed II M°dL it r -1 m �Itn > > <br /> a ii 14 o 1 ii rn <br /> m m > <br /> 1 I�X N Dining I ' 1 y <br /> D <br /> CDSILT FED d _ g xI O <br /> DEAW3D0O.T5-_02 X �TTifT '_F — =. - m m ZI <br /> En• <br /> PI p 1 I _'_'�"'_i;-'Jiil .1BA IER FENCEcp <br /> p•p Greet Room -- a Z <br /> p l I' r Pea I 'a BMP T 1 5 1 Z _ <br /> 6 CONCRETE TRUCK Z <br /> 6 e� _ -------- m 75.5' ELEVATION WASHOUT AREA < <br /> LLLslL z =� --__ -= m T I � <br /> Covered Deck ------7----- ''�--i <br /> 57.5'ELEVATION I it I ?� <br /> \ i % i <br /> Bedroom#3 9 Fi„�°e Bedroom u2 a <br /> SEDIMENT TRAP 1 �� 11�-�� DRIVEWAY rn <br /> AS REQUIREDli Ills I__ally-` <br /> il <br /> POWER\ <br /> =________ - t = CI WATER • // <br /> OI <br /> SET BACK —It I// <br /> 1 II c <br /> EXISTING <br /> 14%SLOPE SANITARY SEWER • <br /> 12'DEEP 'E1 <br /> �� N89d5G'I G"E 1 25.00' <br /> _�sroRN SEWER DRIVEWAY <br /> 55' ELEVATION 20'x I 5'ACCESS EASEMENT TO 27 I O <br /> BMP C 105 <br /> BMP C I 73' ELEVATION RE HYDRANT <br /> GRAVEL CONSTRUCTION ROAD w/ 74"-8'QUARRY SPACES <br /> PER WSDOT DETAIL I-50.10-02 <br /> Add silt fence as <br /> required by site I <br /> conditions on J /I <br /> downhill slope. <br /> I. STORM WATER FROM GUTTER WILL GRAVITY FLOW <br /> ThRU 4"PERF. DRAIN PIPE THROUGH A PERFORATED STUB <br /> OUT CONNECTION AND TO EXISTING STORM WATER PIPING <br /> 2. DURING CONSTRUCTION,THE RUN OFF WILL BE CONTROLLED WITH <br /> SILT FENCES AND SHALLOW SWALES TO PROTECT THE <br /> ADJACENT PROPERTY. <br /> 3. THE STREET STORM WATER CATCH BASIN WILL HAVE A STORM DRAIN INLET <br /> PROTECTOR INSTALLED PER WSDOT DETAIL I-40.20-00 <br /> 4. STREET AND DITCHES WILL BE CLEANED DAILY OF ERISION RUN-OFF IF ANY. <br /> 5. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE <br /> PLACE TO IDENTIFY THE CONDITION OF THE STREET, CURB$GUTTER. <br /> ALL BROKEN AREAS WILL BE REPLACED TO THE CITYS APPROVAL 2 <br /> PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. C2 of 12 <br /> I I"x 17"PAPER SIZE---SCALE 15 I"=20' (COPIED @ 100% <br /> 22"x 34"PAPER SIZE---SCALE IS I"= 10' (COPIED @ 200%) <br /> REV.#I 02/04/2 I <br /> STICK FRAME CONSTRUCTION SITE PLAN <br /> WOOD FRAME BUILDING <br /> BUILDER TO VERIFY ALL DIMENSIONS hARLON MILES RESIDENCE <br /> CONSTRUCTION NEEDS TO COMPLY WITH <br /> 2015 WASHINGTON STATE ENERGY CODE(WSEC) ADDRESS: 270G WASHINGTON BOULEVARD <br /> BUILDING TO COMPLY WITH THE <br /> IRC 201 5 BUILDING CODES PARCEL #: P 117653 <br /> PLUMBING TO COMPLY WITH THE <br /> 201 5 UNIFORM PLUMBING CODE XrefId: 4770-000-027-0000 <br /> FOR FAMILY DWELLINGS <br /> DRAWN BY:BRUCE RUSTAD DATE: 07/20/20 <br />