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SECTION 4 & 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. <br />LEGEND <br />N <br />WATER VALVE <br />® <br />WATER METER <br />❑ <br />CATCH BASIN <br />m <br />GAS VALVE <br />c� <br />POWER POLE WITH LIGHT <br />❑ T <br />TELEPHONE RISER <br />SIGN POST <br />UTILITY POLE <br />6--- <br />GUY ANCHOR <br />op —op —op— <br />OVERHEAD POWER LINE <br />STORM LINE <br />,El ❑ <br />WOOD FENCE <br />SHEETINDEX <br />''yaq:am ►WZ.9:IgMre]=011.41a1[*]► <br />C1.0 <br />COVER SHEET <br />C2.0 <br />STORMWATER POLLUTION PREVENTION PLAN <br />C2.1 <br />SWPPP NOTES <br />C2.2 <br />SWPPP DETAILS <br />C3.0 <br />GRADING & STORM DRAINAGE PLAN <br />C3.1 <br />STORM DRAINAGE PROFILES, NOTES & DETAILS <br />EXISTING SURFACE CONTOURS ARE <br />BASED ON 2 FT CONTOUR INTERVALS. <br />DESIGN SURFACE IS SHOWN AT 1 FT <br />CONTOUR INTERVALS FOR CLARITY <br />SITE DISTURBANCE <br />AREA OF DISTURBANCE <br />41,600 SF (0.96 AC) <br />NEW IMPERVIOUS <br />31,620SF <br />EXISTING IMPERVIOUS <br />0SF <br />NEW+ EXISTING IMPERVIOUS <br />31,620SF <br />TOTAL IMPERVIOUS <br />31,620SF <br />GRADING QUANTITIES <br />STRIPPING 450CY <br />CUT 1,650 CY <br />FILL 1,400 CY <br />FLOOD IMPACT <br />CUT 1,000 CY <br />FILL 1,000 CY <br />NET OCY <br />MINA PROPERTIES, LLC <br />I <br />150' <br />FLOODPLAIN <br />ELEV. = 12.0 <br />(100 YR)/ <br />3/ <br />I \ <br />\ N7< <br />\ <br />EVE RETT, WA <br />�\ <br />4* TOP <br />C4 � T°° <br />\ FLOODPLAIN <br />y� ELEV.= 12.0 / <br />"l V (100 YR) / <br />\ � A <br />_ <br />R.O.W. <br />°e � <br />`� C <br />30' 75-14'20" E,\ \ <br />R.O. W. 6.87' \ <br />j <br />.� \ N14041'26" E ' <br />b <br />° 1 1 <br />`71 <br />1 I <br />I� <br />I <br />, I <br />\ g <br />\ �g \ RIGHT T <br />_ oifv oqv�-2-2 \ 1❑ d \\ ONLY SIGN N7$o <br />5734"w 131.64'Ilk <br />1 <br />\ — — <br />/) W � am TOE <br />\� <br />I,y °"" _ T°E <br />\ W OI <br />\ �W <br />—__ <br />SDCB <br />RIM=6.05 <br />I E (S)=1.20 <br />ii A — a--- <br />i \ %4� <br />iii���_ <br />i � 1 <br />\ C2 <br />\ 1 <br />TAX PARCEL <br />1 <br />29050500401000 <br />r I <br />r I <br />1 <br />, <br />: —10 <br />I I <br />\J L <br />TOP — <br />I _ - - <br />-Z \ <br />1 <br />m 287H PLACE NE <br />\ W W <br />\ / W� <br />O <br />0 30 <br />60 <br />Feet <br />CONTACT <br />JAMES POWER <br />SEA CON LLC <br />165JUNIPER STREET <br />SUITE 100 <br />ISSAQUAH, WA 98027 <br />jpower@seaconllc.com <br />:�ITA011NIZ <br />MINA PROPERTIES LLC <br />1418 MARKET STREET <br />KIRKLAND, WA 98033 <br />CIVIL ENGINEER <br />DAVID HARMSEN <br />HARMSEN, LLC <br />125 MAIN ST., STE 104 <br />MONROE, WA 98272 <br />360-794-7811 <br />davidh@harmsenllc.com <br />SURVEYOR <br />DAVID MATTHEWS <br />ENCOMPASS <br />ENGINEERING & SURVEYING <br />165 NE JUNIPER ST., STE. 201, <br />ISSAQUAH, WA 98027 <br />425-392-0250 <br />ARCHITECT <br />ADAM CLARK <br />2812 ARCHITECTURE <br />2812 COLBY AVE. <br />EVERETT, WA 98201 <br />425-252-2153 <br />GEOTECH ENGINEER <br />KHALED SHAWISH, PE <br />NELSON GEOTECHNICAL ASSOCIATES, INC. <br />17311 135TH AVENUE NE, STE. A-500 <br />WOODINVILLE, WA 98072 <br />425-486-1669 <br />= TOE — <br />� <br />_ <br />TAX PARCELS <br />29050400300400 <br />29050500401000 <br />VERTICAL DATUM <br />NAVD 88 <br />BENCHMARK <br />TOP OF 4"1 CONCRETE SURFACE MONUMENT <br />AT SOUTHWEST CORNER OF <br />SEC. 4-29-5. ELEVATION 4.66 FEET, ESTABLISHED <br />BY WSRN GPS NETWORK OBSERVATION <br />HORIZONTAL DATUM <br />NAD 83/91 <br />BASIS OF BEARINGS <br />N0000411 "W ON WEST LINE OF SW 1/4 OF SEC. 4-29-5 <br />PER RECORD OF SURVEY, REC. NO. 201007085002 <br />IxeL'10•]*►*s]V121[0]► <br />PARCEL A: <br />A PORTION OF THE SOUTHEAST QUARTER OF SECTION 5 AND A <br />PORTION OF GOVERNMENT LOT 16 IN SECTION 4, TOWNSHIP 29 <br />NORTH, RANGE 5 EAST, W.M. IN SNOHOMISH COUNTY, <br />WASHINGTON, DESCRIBED AS FOLLOWS: <br />COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 5; <br />THENCE NORTH 1 °56'31" WEST ALONG THE EAST LINE THEREOF FOR <br />1135.40 FEET TO TRUE POINT OF BEGINNING, <br />THENCE DUE EAST FOR 630 FEET, MORE OR LESS, TO THE LEFT <br />BANK OF UNION SLOUGH CUT-OFF; <br />THENCE SOUTHERLY ALONG SAID BANK LINE TO THE NORTHERLY <br />LINE OF 28TH PLACE NORTHEAST (GOLF ROAD); <br />THENCE WESTERLY ALONG SAID ROAD MARGIN TO THE EASTERLY <br />RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1; <br />THENCE NORTHEASTERLY ALONG SAID HIGHWAY MARGIN TO A <br />POINT DUE WEST OF THE TRUE POINT OF BEGINNING; <br />THENCE DUE EAST TO THE TRUE POINT OF BEGINNING. <br />EXCEPT THEREFROM THAT CERTAIN 60 FOOT WIDE STRIP OF LAND <br />CONVEYED TO ST REGIS PAPER COMPANY BY DEED RECORDED <br />UNDER RECORDING NUMBER 2083788, IN SNOHOMISH COUNTY, <br />WASHINGTON. <br />AND ALSO EXCEPT THE ADDITIONAL 20 FEET CONVEYED TO THE <br />COUNTY OF SNOHOMISH FOR GOLF ROAD BY DEED RECORDED <br />UNDER RECORDING NUMBER 2258661. <br />PARCEL B: <br />TOGETHER WITH SECOND CLASS TIDELANDS AS CONVEYED BY THE <br />STATE OF WASHINGTON, ADJOINING AND ABUTTING THEREON. <br />ABBREVIATED LEGAL A PORTION OF THE SW QUARTER OF 4-29-5 <br />AND A PORTION OF THE SE QUARTER OF SECTION 5, TOWNSHIP 29 <br />NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY, <br />WASHINGTON. <br />z <br />O <br />cc <br />cc <br />F- <br />rn <br />Z <br />O <br />U <br />cc <br />O <br />LL <br />0 <br />W <br />M <br />rn <br />U) <br />W <br />2 <br />th <br />N <br />R <br />T <br />REVISIONS <br />fA fA o M <br />n N 0) <br />W O a9N <br />W cc') W <br />Z W <br />0W O <br />> �0W <br />0 ��� <br />W = LL <br />Z� <br />W� <br />W <br />U) <br />7 <br />N <br />1- <br />W <br />w <br />CC N <br />H � <br />N co <br />co <br />Z � <br />a�oa <br />� ILD <br />N00 <br />W fn 2 <br />Z <br />N O <br />r o: <br />EN <br />TON <br />o � a <br />J <br />Wcm <br />c <br />W Z c ~ <br />W <br />a a W <br />W= N <br />a o� cc <br />O W <br />nW > <br />dcooW 0 cc U <br />Q M W <br />E <br />DATE: <br />9/14/23 <br />JOB #: <br />21-162 <br />• <br />a <br />Know Whes below. <br />Call before you dig. <br />Ci 00 <br />P:\WORK\PROJECTS\2021\21-162 SEA CON\CE\DWG\SHEETS\C1.0 COVER SMALL.DWG 9/14/2023 <br />UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN &ASSOCIATES INC. <br />