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<br /> A PORTION OF SECTIONS 8 &9, T 29 N, R 5 E, WM
<br /> PROPOSED d ; gM, IS D
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<br /> 60" - 4 CARTRIDGE �J� ryo, yc ,� NORTH s���o � '�1
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<br /> J�. EXISTING ��,, \ PROJECT J Q
<br /> 'II 7-CARTR DGELOCATION _
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<br /> - - EVERETT)ROSS AVENUE -_ - -2-,--
<br /> _ TOR11ll�ILTER - RE1LT = Q
<br /> N491)952 W 22343' I I _--_ -. _ _ _ - _ -- _ - W O W FI
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<br /> ! © VICINITY/ r s..w. .iNE.P.4�W'N WWWW 44"..WM:16"4G1�A?AW I: X
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<br /> 549'i a'04"E I SCALE NTS Q O Q Z
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<br /> --iv DEVELOPMENT DATA: Z w-'
<br /> MANHOLE ��� •1 6 CARTRIDGE i
<br /> y el �TORMi1L R I-l-____ I; I -��,. --- _. �OP ITEM. 1,1165' S09 P�y5 OWNER/APPLICANT: C1 W UH
<br /> ♦ PAVEp AREA Q ) 1
<br /> \��4 ♦- . 16 I Al NC'_E �`.� A .a>`�001-Ru-'5,"," 6501 212TN STREET SW -I
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<br /> • I __._ 4 '�'. MCC LEAN IRONWORKS,INC.INCy 3'P R ` V • I I RO C '61iry LYNNWOOD,WASHINGTON 98036 U (n
<br /> �� q0�„A�-�5 ; N PG I S \\\ "�- I J� 3 ATTENTION:RICHeMcCLEAN /, �j
<br /> ��`'•c�yis, �6'W�-" �� % = 12.750 SF `\`,�' j!�-a ENGINEER/SURVEYOR: 5V `
<br /> §��;. I 2C II c ,\Rl G Gco
<br /> J 4�� \., „ L 1 C. 11620 W.VMARI E MEW DR.SUITE 200
<br /> C REMOVE EX
<br /> �iEVOPOSEO OFFlCf LANDSCAPING ��I c PH:425.405..1504TON 98201
<br /> 11.
<br /> iii:
<br /> ABV.3,000 SO FT •PARKING ! 1&5. EMAIL JNMODEAINC.CON
<br /> I l�j DRIVE BEL01T >- • ATTENTION:JACK MOLVER,P.E.
<br /> - _
<br /> BASIN B I I
<br /> 41
<br /> / LEGEND
<br /> BUFFER
<br /> a BASIN A POLLUTION_ GENERATING BUFFER LINE! '/ /' , , ,
<br /> - z ` _ _--_ / / / / / WATER LINE
<br /> i �� -� � '/ `-----TIVIr LI\V IVU8�f\I_�-�T'.��t./'1�./ / ,//, // ,/ PROPOSED CRANE PAD /i/, / OVERHEAD UTILITY UNE
<br /> w ! , / / /�// // , // - .- - EDGE OF WATER
<br /> s ` n �Ulajilii POLLO-TIb c-GENERATING -=.t__ )))/ ' .�'/ X- FENCE
<br /> 1 1i i, RI , /IMPERVIOUS AREA = 0.55 AC �-� PROPOSED WHARF STORM DRAIN LINE
<br /> ��� • / ' FIREE HYDRANT
<br /> t EL. 10.2 LINE \��- V
<br /> 1 tip•• �uuiu.."'""•J .\\ \ ,ate,.. WATER VALVE
<br /> I I ✓� MHHW LINE 1E. �� ,,,.w,a,,,, a SIGN
<br /> EL. 11.11' EL 10.2 LINE ///
<br /> 2013 - - - \y�\ UTILITY POLE
<br /> I
<br /> - - RIVER EDGE AT LOW TIDE(SEPT 3, ) - - _ _ _ _ _ -
<br /> - - _ - - - - - - - \\ I/ / 0 ORDINARY HIGH WATER MARK
<br /> ��� \`-/ Y 11.DIAMETER PILING 0
<br /> IM1v4,1� PILINGS Z N
<br /> -
<br /> 18 GALV.
<br /> *w m �m ;� �; ( ) STEEL FILINGS
<br /> RIPARIAN BUFFER IMPACT N tl1 o
<br /> PROIbSED. ( ) \ IMPACT BELOW ORDINARY HIGH Z W 14.5 ro m
<br /> CRANE 11E�ED%� - {FF\\\\\\\3333 WATER MARK(a7WM) Q F j
<br /> I . • • S.
<br /> ..\\C;o'V- • • P%%is^L`lE3d`aI WETLAND TEMPORARY IMPACT/RESTORATION Q co N
<br /> -_ •
<br /> 1�114W IIIII II IIIII IIIII II ESTUARINE WETLAND CREATION Q O m m O
<br /> TYPICAL BARGE LOADING POSITION (INTERMITANT) _ RIPARIAN BUFFER ENHANCEMENT >N ,-m c
<br /> yS �•��i�i���p CATEGORY A.TYPE 3 LANDSCAPING It
<br /> Q 3 W
<br /> _ - _---- Y.66 _ _---___-- -- - __-____---_ ♦�����1♦
<br /> W64'1i1PWi::..ee�. O o
<br /> HARBOR UNE PER __ N42'22'3�^W LANDSCAPING TO REMOVED
<br /> I I\ SECTION N0.2 pA MAP OF EV 8TH 1 TIDEL1,ANDS 7ED APRRIL 28TH 7914(ROS) __ 899---- -- --- --- li PROPERTY BOUNDARY
<br /> -- - -_ - ORDINARY HIGH WATER MARK(OHWIA)
<br /> MEAN HIGHER HIGH WATER MARK(MHHWM)
<br /> -�� MEAN HIGH WATER MARK(MHW/A) REVISIONS: APPD.
<br /> EXISTING SEDGE LINE
<br /> PER CORP OF ENCIry ERSSH RIVER CHANNEL
<br /> - SNOHOMISH RIVER Fl "N�SURD�2°2 Ate°6 "E'994` VERTICAL CONTROL DATA:
<br /> EXISTING PARCEL LEGAL DESCRIPTION / VERTICAL DATUM:MLLW
<br /> �_
<br /> THAT PORTION OF GOVERNMENT LOT 1.SECTION 8.TOWNSHIP 29 NORTH, �� \ ---_ BENCHMARK-STATION NAME:M 296
<br /> RANGE 5 EAST,W.M.,AND THAT PORTION OF GOVERNMENT LOT 6,SECTION -
<br /> 9,TOWNSHIP 29 NORTH,RANGE 5 EAST,WM.,AND THAT PORTION OF NEW PARCEL LEGAL DESCRIPTION - -_ DATUM:MSL
<br /> 1 TRACT 10 AND ALL OF TRACT 11,OF EVERETT TIDE LANDS,SECTION NO. \ -I
<br /> w 2,AND THAT PORTION OF TIDELANDS OF THE SECOND CLASS,SITUATE IN THOSE PORTIONS OF GOVERNMENT LOT 1 IN SECTION B.TOWNSHIP 29 \ STATION DESCRIPTION:
<br /> p FRONT OF,ADJACENT TO OR ABUTTING ON SAID GOVERNMENT LOTS, NORTH,RANGE 5 EAST,W.M.,AND GOVERNMENT LOT 6 IN SECTION 9, -- _ - -DESCRIBED BY NATIONAL GEODETIC SURVEY 1973-
<br /> o DESCRIBED AS FOLLOWS; TOWNSHIP 29 NORTH,RANGE 5 EAST,W.M.,AND TRACT 10 OF EVERETT 2.3 MILES SOUTH ALONG THE AT MANORTHERN RAILROAD
<br /> TIDELANDS.SECTION 2.IN SNOHOMISH COUNTY.WASHINGTON; FROM THE CROSSING OF 41N STREET AT MARYSVILLE,AT THE DATE: SEPTEMBER,2014
<br /> BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 9; RAILROAD SWING BRIDGE 10 OVER THE NOHOMISH RIVER,IN THE
<br /> - THENCE S01'01'48'W ALONG THE NEST LINE THEREOF,1725.67 FEET TO TOGETHER WITH THAT PORTION OF THE FOLLOWING DESCRIBED TIDELANDS .- TOP AND 1.3 FEET EAST OF THE WEST END OF THE NORTH DESIGN: JAM
<br /> NE CENTERLINE OF ROSS AVENUE; OF THE SECOND CLASS SITUATE IN FRONT OF,ADJACENT TO OR ABUTTING SITE DATA: CONCRETE ABUTMENT OF THE BRIDGE,8.5 FEET WEST OF THE DRAWN: KAMS
<br /> THENCE 549'13'30'E ALONG SAID CENTERLINE 23.34 FEET; ON SAID GOVERNMENT LOT 6.DESCRIBED AS FOLLOWS: EXISTING NEW TOTAL WEST RAIL,AND ABOUT 1 FOOT LOWER THAN THE TRACK. CHECKED: JNS
<br /> THENCE 540'46'30"W 25.W FEET TO THE SOUTHWESTERLY RIGHT OF WAY SECTION 8,TOW 29 N,RGE 5 E.
<br /> x LINE OF SAID ROSS AVENUE AND THE TRUE POINT OF BEGINNING; COMMENCING AT THE NORTHEAST CORNER OF SECTION 8.TOWNSHIP 29 TAX LOT NUMBERS: 29050900200400&29050800101100 29050800101100&00439600001004 _� REVISION
<br /> NORTH.RANGE 5 EAST.W.M.: ELEVATION .............................. 17.10 FEET NUMBER:
<br /> THENCE S49'13'30'E ALONG SAID RIGHT OF WAY UNE,925.00 FEET; THENCE SOUTH O'45'40"EAST ALONG THE EAST LINE OF SAID SECTION 8, PRESENT USE: SHEET METAL MANUFACTURING/ OUTDOOR STORAGE CONSTANT TO TO MLLW
<br /> THENCE S40'46'OLEW ABOUT 480 FEET TO THE GOVERNMENT INNER HARBOR FOR 1724.92 FEET TO THE CENTER OF ROSS AVENUE;THENCE NORTH MST EL TO MLLW ....... +6.13 FEET
<br /> d LINE; 51D0'WEST ALONG THE CENTER UNE OF ROSS AVENUE WAREHOUSING&STORAGE ELEVATION MLLW DATUM) ..- 23.23 FEET
<br /> THENCE NORTHWESTERLY ALONG SAID INNER HARBOR UNE ABOUT 925 FEET FOR 199.97 FEET; ( SCALE:1"=50
<br /> LL TO A POINT THAT BEARS 540'4630'W FROM THE TRUE POINT OF THENCE SOUTH 39'00'WEST TO THE SOUTHWESTERLY MARGIN OF ROSS PROPOSED USE: SHEET METAL MANUFACTURING NONFERROUS METAL MANUFACTURING
<br /> BEGINNING; AVENUE AND THE TRUE POINT OF BEGINNING: PROJECT NUMBER:
<br /> I HENCE N,P48'30•E ABOUT 430 FEET TO THE TRUE POINT OF THENCE CONTINUE SOUTH 39DO'WEST FOR 466.69 FEET MORE OR LESS TO EXISTING ZONING: M-2 HEAVY MANUFACTURING M-2 HEAVY MANUFACTURING
<br /> BEGINNING; THE GOVERNMENT PIERHEAD LINE; GENERAL NOTES: MI,^,y0000o003
<br /> x� PROPOSED ZONING: NO CHANGE NO CHANGE VV/�
<br /> THENCE SOUTHEASTERLY ALONG SAID GOVERNMENT PIERHEAD UNE TO A
<br /> mm SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. PONT WHICH BEARS SOUTH 39D0'WEST FROM THE MOST NORTHERLY 1.WATER QUALITY TREATMENT WILL BE PROVIDED BY REQUIREMENT
<br /> STORMFILTER SYSTEMS MTH METAL RX
<br /> SUBJECT TO EASEMENTS.RESTRICTIONS&RESERVATIONS OF RECORD. CORNER OF THE TRACT OF LAND CONVEYED TO GAS BRINKMAN AND LILLIAN TOTAL SITE AREA: 9.44 ACRES 2.24 ACRES 11.68 ACRES MEDIA IN COMPLIANCE WITH CITY OF EVERETT MINIMUM REQUIREMENT/6 RUNOFF TREATMENT. DRAWING FILE:
<br /> BRINKMAN,HIS WIFE,BY DEED RECORDED UNDER SNOHOMISH COUNTY THE SITE DISCHARGES INTO THE QUIRESNOHOMISHNT RIVER VIA MANMADE CONVEYANCE SYSTEMS
<br /> NOTES RECORDING NO.1652814; IN COMPLIANCE WITH MINIMUM REQUIREMENT#7:FLOW CONTROL NO DETENTION WILL BE PROVIDED. Ec-IM-00I-MIWX0003.dw
<br /> DEVELOPED AREA: 3.79 ACRES 0.92 ACRES 4.71 ACRES 9
<br /> a^ 1.BOUNDARY LINES AS DELINEATED REPRESENT THE RESULTS OF A THENCE NORTH 39D0'EAST ALONG THE NORTHWESTERLY LINE PRODUCED, 2.PROJECT SITE LIES WITHIN FLOODWAY AREA IN ZONE AE ACCORDING TO SNOHOMISH COUNTY
<br /> Fat OF SAID BRINKMAN TRACT,TO ITS MOST NORTHERLY CORNER AT A PONT
<br /> I
<br /> o RETRACEMENT OF THE BOUNDARY AS ESTABLISHED BY SURVEY RECORDED ON THE SOUTHWESTERLY MARGIN OF ROSS AVENUE; BUILDING AREA: 33,750 GSF 12,750 GSF 46,500 GSF FEMA ROOD MAPS. SHEET NO.
<br /> IN VOLUME 20 OF SURVEYS,PAGE 55,RECORDS OF SNOHOMISH COUNTY, THENCE NORTHWESTERLY ALONG SAID SOUTHWESTERLY MARGIN TO THE
<br /> WASHINGTON. PANT OF BEGINNING. PARKING SPACES REQUIRED: 59 24 83 3.SITE PLAN PREPARED BY TERRELL DESIGN GROUP REFERENCED FOR LAYOUT CONFIGURATION.
<br /> �i& 2.TRACT 10,TRACT 11 AND THE HARBOR LINE DELINEATED PER MAP OF EVERETT PARKING PROVIDED: 67 24 91 EX H B 1
<br /> m 3 TIDELANDS,SECTION NO.2 DATED APRIL 28,1914. SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON
<br /> m� 3.COORDINATES SHOWN ARE REFERENCED TO WASHINGTON STATE PLANE Tax Parcel Numbers:290508-001-011-00 and 004396-000-010-04 LANDSCAPE AREA REQUIRED: 3,755 SF 500 SF 4,255 SF
<br /> • COORDINATE SYSTEM(NORTH ZONE). LANDSCAPE AREA PROVIDED: 4,138 SF 3,909 SF 8,047 SF
<br /> Ism
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