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SECTION 4 & 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
<br /> MINA PROPERTIES, LLC
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<br /> EVERETT, WA SITE
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<br /> LEGEND _ N30-48'42"VJ
<br /> 29.35'
<br /> m WATER VALVE
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<br /> ® WATER METER C41\\ FLOODPLAIN ry
<br /> ELEV.=12.0 /
<br /> ❑ CATCH BASIN \ �...\ - (100 YR) / o ao so ReM v
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<br /> [q GAS VALVE �� �•- ��v j'
<br /> O ( POWER POLE WITH LIGHT 3T / 8 J 30 \ REVISIONS
<br /> / R.O.W. / \ CONTACT M N
<br /> ❑T TELEPHONE RISER JAMES POWER VICINTY MAP CC �
<br /> SEA CON LLC SCALE:1"=2000'
<br /> SIGN POST D- D- N m
<br /> i \\ 165 JUNIPER STREET W O n v o
<br /> 30' `q75°14'20 SUITE 100
<br /> UTILITY POLE R.O.W. 26.87' \\�� �. ISSAQUAH,WA 98027 0^^
<br /> GUY ANCHOR f �� `,#' � jpower@seaconllc.com TAX PARCE Z W N\\ LS
<br /> OVERHEAD POWER LINE iso _g C3 , /'s 29050400300400
<br /> \ ` / OWNER 29050500401000 Z j a
<br /> STORM LINE , \ ^ MINA PROPERTIES LLC VERTICAL DATUM W LL
<br /> / ♦ '0 1418 MARKET STREET NAVD 88
<br /> �% 1 KIRKLAND,WA 98033
<br /> WOOD FENCE I !
<br /> BENCHMARK
<br /> =u 0 1 � CIVIL ENGINEER TOP OF4"X4"CONCRETE SURFACE MONUMENT Z ao
<br /> n ♦ I 1 A DAVID HARMSEN AT SOUTHWEST CORNER OF
<br /> HARMSEN,LLC SEC.4-29-5.ELEVATION 4.66 FEET,ESTABLISHED W W
<br /> a f 1 1 Ir MO MAIN W STE982 2 BY WSRN GPS NETWORK OBSERVATION ~
<br /> SHEET INDEX �2 � � / � �1 1 ` 1�� MONROE,WA 98272 � 7
<br /> SHEET NO. SHEET DESCRIPTION / I 1 1 360-794-7811 HORIZONTAL DATUM rn
<br /> //ti�i tb I 1 r 1 11 1 davidh@harmsenllacom NAD 83/91
<br /> C1.0 COVER SHEET f
<br /> C2.0 STORMWATER POLLUTION PREVENTION PLAN / n/ I / , 11 I ( j SURVEYOR BASIS OF BEARINGS N
<br /> / I 1 TAX PARCEL I "1, 1 DAVID MATTHEWS 04
<br /> C2.1 SWPPP NOTES I / 1 29050500401000 b Y l l I I/ ENCOMPASS N00°04'11"W ON WEST LINE OF SW 1/4 OF SEC.4-29-5 y04
<br /> PER RECORD OF SURVEY,REC.NO.201007085002 OD
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<br /> C2.2 SWPPP DETAILS / / / / I / ENGINEERING&SURVEYING
<br /> / /° 165 NE JUNIPER ST.,STE.201, Q m Q
<br /> C3.0 GRADING&STORM DRAINAGE PLAN 3
<br /> FLOODPLAIN / 1 I / / ISSAQUAH,WA98027 LEGAL DESCRIPTION
<br /> C3.1 STORM DRAINAGE PROFILES,NOTES&DETAILS ELEV.=12.0 o / 1 r 1 I 425-392-0250 PARCEL A: woo
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<br /> (100 YR) / I i / I A PORTION OF THE SOUTHEAST QUARTER OF SECTION 5 AND A LU m¢
<br /> ARCHITECT PORTION OF GOVERNMENT LOT 161N SECTION 4,TOWNSHIP 29 N O 2
<br /> ADAM CLARK NORTH,RANGE 5 EAST,W.M.IN SNOHOMISH COUNTY,
<br /> 2812 ARCHITECTURE WASHINGTON,DESCRIBED AS FOLLOWS: 0 a
<br /> EXISTING SURFACE CONTOURS ARE 1 / 2812 COLBY AVE. COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 5;
<br /> BASED ON 2 FT CONTOUR INTERVALS. /// / / / // / EVERETT,WA98201 THENCE NORTH I°56'31"WEST ALONG THE EAST LINE THEREOF FOR
<br /> / 425-252-2153 1135.40 FEET TO TRUE POINT OF BEGINNING;
<br /> DESIGN SURFACE IS SHOWN AT 1 FT \��� � 1 / ,� / I i � 1 - I� EN �a
<br /> / THENCE DUE EAST FOR 630 FEET,MORE OR LESS,TO THE LEFT
<br /> CONTOUR INTERVALS FOR CLARITY 1 / l W w I BANK OF UNION SLOUGH CUT-OFF; C 0v
<br /> // I GEOTECH ENGINEER g
<br /> \ KHALED SHAWISH,PE THENCE SOUTHERLY ALONG SAID BANK LINE TO THE NORTHERLY
<br /> NELSON GEOTECHNICAL ASSOCIATES,INC. LINE OF 28TH PLACE NORTHEAST(GOLF ROAD); c m
<br /> THENCE WESTERLY ALONG SAID ROAD MARGIN TO THE EASTERLY
<br /> 17311 135TH AVENUE NE
<br /> 1 \\ / I8•g4„W 3 �. / / Z i I d I° ,STE.A-500 RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY NO.1; r'
<br /> WOODINVILLE,WA 98072 O Cg
<br /> SITE DISTURBANCE \ \\\ 24.86' / 11 / o ? I 425486-1669 THENCE NORTHEASTERLY ALONG SAID HIGHWAY MARGIN TO A
<br /> AREA OF DISTURBANCE 41,600 SF (0.96AC) 3 N34°41'26"E \ /I / r POINT DUE WEST OF THE TRUE POINT OF BEGINNING; PRO xlb'�
<br /> NEW IMPERVIOUS 31,6205E \ 3 \ \ I / II I THENCE DUE EAST TO THE TRUE POINT OF BEGINNING.
<br /> EXISTING IMPERVIOUS 0 SF \\ \ \sue / I EXCEPT THEREFROM THAT CERTAIN 60 FOOT WIDE STRIP OF LAND
<br /> NEW+EXISTING IMPERVIOUS 31,620 SF CONVEYED TO ST REGIS PAPER COMPANY BY DEED RECORDED
<br /> TOTAL IMPERVIOUS 31,6205E — RIGHTT __ / �j 1 I UNDER RECORDING NUMBER 2083788,IN SNOHOMISH COUNTY,
<br /> a,o� 7, \V ONLY SIGN +, I - N78°g7, I 11, WASHINGTON.
<br /> \ a.>�\\_°P _-° j\_ 1 ,/ 1 / / AND ALSO EXCEPT THE ADDITIONAL 20 FEET CONVEYED TO THE
<br /> GRADING QUANTITIES ao \\ COUNTY OF RECORDING
<br /> U FOR GOLF ROAD BY DEED RECORDED
<br /> \ I W 1316
<br /> ' —1p UNDER RECORDING NUMBER 2258661.
<br /> STRIPPING 450 CY ,` / W\ \ --- / V
<br /> CUT 1,650 CY 1 / _ PARCEL B: J
<br /> FILL 1,650 CY _ Iv _W r / -- / L _— TOGETHER WITH SECOND CLASS TIDELANDS AS CONVEYED BY THE
<br /> a„ I L —_`' STATE OF WASHINGTON,ADJOINING AND ABUTTING THEREON. (n w N
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<br /> FLOOD IMPACT \ \--_-_ W \ H" / _ - ABBREVIATED LEGAL A PORTION OF THE SW QUARTER OF 4-29-5 W Z oo LU
<br /> CUT 1,000 CV / _ h, —— o,,,_ _/ —— AND A PORTION OF THE SE QUARTER OF SECTION 5,TOWNSHIP 29 p J 0) w
<br /> FILL 1,000 CY ,' ___
<br /> NET 0 CY - WASHINGTON
<br /> NORTH,RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY, � a Q =
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<br /> RIM SDCB
<br /> 805 a 28TH PLACEIy�E
<br /> IE(S)=1.20 1
<br /> DATE:
<br /> 9/14/23
<br /> JOB#:
<br /> 21-162
<br /> 8.
<br /> Know what's below.
<br /> Cell before you dig.
<br /> C1 .0
<br /> P:\WORMPROJECTS12021121-162 SEA CON\CE\DWG\SHEETS\C7.0 COVER SMALL.DWG 9/14/2023
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