|
SECTION 4 & 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
<br /> d�
<br /> doa
<br /> �Z M =
<br /> MINA PROPERTIES, LLC £ I. o
<br /> L > a0
<br /> EVERETT, WA SITE "' _
<br /> i CL O U
<br /> N N
<br /> \ W CO O
<br /> LEGEND N3D°4S'29'W �v \ U
<br /> N WATER VALVE
<br /> /WATER METER C4 \\ FLOODPL
<br /> ®
<br /> ELEV.=12.0.0 /\
<br /> ❑ CATCH BASIN \ �...\ (100 YR) / \\ o ao so F.M v
<br /> [q GAS VALVE �� �•- ��v j'
<br /> O ( REVISIONS
<br /> POWER POLE WITH LIGHT 3T / 8 J 30' \
<br /> / R.o.w. / \ CONTACT M N
<br /> nT TELEPHONE RISER \ �a \��� / \ VICINTY MAP JAMES POWER � �
<br /> SIGN POST
<br /> SEA CON LLC SCALE:1"=2000' D- ILL N m
<br /> i \\ \ \•,- 165 JUNIPER STREET W O n v o
<br /> 30' `q75°14'20"E.\ �+� SUITE 100 C'/¢
<br /> UTILITY POLE R.O.W. 26.8T ISSAQUAH,WA 98027 0^^
<br /> GUY ANCHOR f �� `,#' � jpower@seaconllc.com TAX PARCE Z W N\\ LS
<br /> OVERHEAD POWER LINE I50 _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 /> KIRKLAND,WA 98033
<br /> WOOD FENCE
<br /> BENCHMARK
<br /> =W 1 CIVIL ENGINEER TOP OF4"X4"CONCRETE SURFACE MONUMENT ao
<br /> n ♦ I 1 1� 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 125 MAIN ST.,STE 104 BY WSRN GPS NETWORK OBSERVATION ~
<br /> SHEET INDEX / �1 MONROE,WA 98272
<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 /> /
<br /> C2.0 STORMWATER POLLUTION PREVENTION PLAN / n/ I / , 11 I ( j SURVEYOR BASIS OF BEARINGS N I 1 TAX PARCEL I "1, 1 DAVID MATTHEWS 04
<br /> C2.1 SWPPP NOTES I / 1 29050500401000 b Y l l l I/ ENCOMPASS PER RECORD
<br /> ON WEST LINE E SW 1/4 10 70850029-5 y OD
<br /> PER RECORD OF SURVEY,REC.NO.201007085002 Z O1
<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
<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: W X W
<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 .2
<br /> ADAM CLARK NORTH,RANGE 5 EAST,W.M.IN SNOHOMISH COUNTY, an
<br /> 1 r l 1 2812 ARCHITECTURE WASHINGTON,DESCRIBED AS FOLLOWS: 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� 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 /> // GEOTECH ENGINEER g
<br /> \ � / l (V I I I KHALED SHAWISH,PE THENCE SOUTHERLY ALONG SAID BANK LINE TO THE NORTHERLY a`" y i
<br /> -* / l I I /1 NELSON GEOTECHNICAL ASSOCIATES,INC. LINE OF 28TH PLACE NORTHEAST(GOLF ROAD); c m
<br /> \ 5° �' THENCE WESTERLY ALONG SAID ROAD MARGIN TO THE EASTERLY
<br /> \ / 3834°fy 3 �. / / 2 2 17311 135TH AVENUE NE,STE.A-500 RIGHT OF WAY MARGIN OF PRIMARY STATE HIGHWAY NO.1; r'
<br /> 1 / 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 31,620 SF \ 3 \ \ I / I I; 1 THENCE DUE EAST TO THE TRUE POINT OF BEGINNING.
<br /> EXISTING IMPERVIOUS 0 SF \\ \ \sue\ / / EXCEPT THEREFROM THAT CERTAIN 60 FOOT WIDE STRIP OF LAND
<br /> NEW+EXISTING IMPERVIOUS 31,620 SF \ / \ \ �.� / / / M ,1 II CONVEYED TO ST REGIS PAPER COMPANY BY DEED RECORDED
<br /> TOTAL IMPERVIOUS 31,6205E — RIGHT __ / 1/ UNDER RECORDING NUMBER 2083788,IN SNOHOMISH COUNTY,
<br /> a,"� m/ AV ONLY slcN WASHINGTON.
<br /> \ a.>�\ \— 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 ,`
<br /> CUT 1,650 CY 1 / ` /. — PARCEL B: J
<br /> � / I
<br /> FILL 1,400 CY \ w N_ w _w r l -- / L — TOGETHER WITH SECOND CLASS TIDELANDS AS CONVEYED BY THE
<br /> \ " \ °"" a„ I L —_`' STATE OF WASHINGTON,ADJOINING AND ABUTTING THEREON. (n W N
<br /> FLOOD IMPACT \ \-__-_ w \ H" / _ - ABBREVIATED LEGAL A PORTION OF THE SW QUARTER OF 4-29-5 W Z O0
<br /> CUT 1,000 CV / _ h,--— o,,,_ —/ —— AND A PORTION OF THE SE QUARTER OF SECTION 5,TOWNSHIP 29 J W
<br /> LU
<br /> FILL 1,000 CY / \ \ -- l I e�� ___
<br /> NET 0 CY �— \ \ - WASHINGTONCC
<br /> H, _ NORTH,RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY, a Q =
<br /> LU 2
<br /> / /� '�- — -- _ a N F
<br /> LU
<br /> — _
<br /> Permit#: PW2306-015 C Ly O
<br /> Site Address: 2801 35th AVE NE Q Do W U
<br /> Owner: MINA Properties III LLC
<br /> 28 --_;` — Application Date: 06/22/2023 Z
<br /> SDCB \ \ rH p�AC I —_— _ Description: Site Work for Access,Paving,Drainage
<br /> RIM=6.05 \ c''vE G
<br /> I HV_w Review Status: Approved as Noted
<br /> / Review Date: 09/02/2023
<br /> APPROVED
<br /> PUBLIC WORKS DEPARTMENT
<br /> BY:TNewport
<br /> DATE:09/26/2023 DATE:
<br /> CITY OF EVERETT REVIEWED FOR PERMIT 9/14/23
<br /> JOB#:
<br /> 21-162
<br /> 8.
<br /> Know what's below.
<br /> Call before you dig.
<br /> C1 .0
<br /> P:\WORMPROJECTS12021121-162 SEA CON\CE\DWG\SHEETS\C7.0 COVER SMALL.DWG 9/14/2023
<br />
|