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<br />LEGAL DESCRIPTION:
<br />THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
<br />2, AND THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF
<br />SECTION 11, ALL IN TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M., RECORDS OF SNOHOMISH
<br />COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
<br />COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 2,
<br />THENCE SOUTH 62030'00" WEST 434.33 FEET,
<br />THENCE NORTH 27030'00" WEST 162.74 FEET TO THE BEGINNING OF A CURVE TO THE LEFT
<br />HAVING A RADIUS OF 640 FEET,
<br />THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60000'00"
<br />AN ARC DISTANCE OF 670.21 FEET TO A POINT OF TANGENCY;
<br />THENCE NORTH 89030'00" WEST 198.93 FEET,
<br />THENCE NORTH 02030'00" EAST 1065.19 FEET TO THE NORTH LINE OF SAID SOUTHEAST
<br />QUARTER OF THE SOUTHWEST QUARTER OF SECTION 2;
<br />THENCE SOUTH 88006'39" EAST ALONG SAID LINE 1171.43 FEET TO NORTHEAST CORNER OF
<br />SAID SUBDIVISION,
<br />THENCE SOUTH 00047'41" WEST ALONG THE EAST LINE OF SAID SUBDIVISION 1322.03 FEET
<br />TO THE POINT OF BEGINNING,
<br />EXCEPT THAT PORTION OF SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID
<br />2, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M., RECORDS OF SNOHOMISH COUNTY,
<br />WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
<br />BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 2,
<br />THENCE SOUTH 62030'00" WEST 434.33 FEET;
<br />THENCE NORTH 27030'00" WEST 162.74 FEET TO THE BEGINNING OF A CURVE TO THE LEFT
<br />HAVING A RADIUS OF 640 FEET;
<br />THENCE NORTHWESTERLY ALONG SAID CURVE TO LEFT THROUGH A CENTRAL ANGLE OF
<br />38021'17" AN ARC DISTANCE OF 428.43 FEET TO THE TRUE POINT OF BEGINNING,
<br />THENCE CONTINUING ALONG THE ARC OF SAID CURVE TO LEFT THROUGH A CENTRAL
<br />ANGLE OF 21 °38'43" FOR AN ARC DISTANCE OF 241.78 FEET TO A POINT OF TANGENCY;
<br />THENCE NORTH 87030'00" WEST A DISTANCE OF 198.93 FEET,
<br />THENCE NORTH 02030'00" EAST A DISTANCE OF 500.00 FEET,
<br />THENCE SOUTH 87030'00" EAST A DISTANCE OF 435.00 FEET TO A POINT WHICH BEARS
<br />NORTH 02030'00" EAST FROM THE TRUE POINT OF BEGINNING;
<br />THENCE SOUTH 02030'00" WEST A DISTANCE OF 545.13 FEET TO THE TRUE POINT OF
<br />BEGINNING.
<br />ALSO KNOW AS PARCEL 2 OF BINDING SITE PLAN/RECORD OF SURVEY RECORDED UNDER
<br />AUDITOR'S FILE NUMBER 8508015002.
<br />SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />KNOW WHAT'S BELOW
<br />CALL BEFORE YOU DIG
<br />callbef reeyoudig.org
<br />ASSESSOR NO:
<br />28040200300200
<br />NOTE: HORIZONTAL
<br />CONTROL TO BE
<br />CONFIRMED BY THE
<br />CONTRACTOR
<br />a
<br />SITE DATA
<br />EXISTING ZONING: LI-2
<br />SITE AREA: 1,266,317 SF (29.07 AC)
<br />BUILDING AREA:
<br />250,976 SF
<br />TENANT A SPACE:
<br />64,952 SF
<br />WAREHOUSE:
<br />186,024 SF
<br />SITE COVERAGE MAX:
<br />50%
<br />SITE COVERAGE PROP.:15.0%
<br />MAX BLDG HEIGHT: 120'-0"
<br />ACTUAL BLDG HEIGHT:32-0"
<br />PARKING PROVIDED
<br />STANDARD 316STALLS
<br />ADA 8STALLS
<br />TOTAL 324 STALLS
<br />TAX ACCOUNT NO.
<br />28040200300500
<br />ADDRESS:
<br />7007 SEAWAY BLVD
<br />EVERETT, WASHINGTON
<br />ZONING
<br />LI-2
<br />A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M.
<br />DEVELOPMENT DATA:
<br />SEAWAY COMMERCIAL CENTER OWNER/DEVELOPER SNBL USA LTD
<br />6605 MERRILL CREEK PKWAY
<br />S N B L USA LTD. EVERETT, WASHINGTON 98203
<br />CIVIL IMPROVEMENT PLANS ENGINEER/SURVEYOR DAVID EVANS and ASSOCIATES, INC.
<br />MARL
<br />1620 W MARINE VIEW DR, STE 200
<br />EVERETT, WASHINGTON 98201
<br />RECORD DRAWINGS PH CONTACT
<br />464
<br />CONTACT: APRIRIL D. COLEMAN, P.E.
<br />EMAIL: apdc@deainc.com
<br />ARCHITECT 2812 ACHITECTURE
<br />2812 COLBY AVENUE
<br />EVERETT, WASHINGTON 98201
<br />CONTACT:ADAM CLARK
<br />PH: 425-252-2153
<br />EMAIL: adam@2812architecture.com
<br />WETLAND CONSULTANT TALASEA CONSULTANTS
<br />15020 BEAR CREEK ROAD NE
<br />WOODINVILLE, WASHINGTON,9807
<br />SCALE PH: 425-861-7550
<br />100 0 50 100 200 CONTACT: DAVE R. TEESDALE
<br />EMAIL: dteesdale@talasaea.com
<br />(FEET)
<br />1 INCH =100 FT.
<br />TRANSFORMER
<br />TRASH
<br />ENCLOSURE
<br />ASSESSOR NO:
<br />28040200300500
<br />ASSESSOR NO:
<br />28040200300100
<br />NEW WAREHOUSE BUILDING
<br />186,024 S.F.
<br />TRASH
<br />ENCLOSURE
<br />ASSESSOR NO:
<br />28040200300700
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<br />VICINITY MAP
<br />SCALE: 1 "=2000'
<br />SERVICES:
<br />WATER AND SANITARY SEWER:
<br />SCHOOL DISTRICT:
<br />FIRE PROTECTION:
<br />TELEPHONE SERVICE PROVIDER
<br />ELECTRICAL SERVICE PROVIDER
<br />GAS:
<br />TECHNOLOGY:
<br />ASSESSOR NO:
<br />28041100100600
<br />ASSESSOR NO:
<br />28041100200500
<br />CITY OF EVERETT
<br />MUKILTEO SCHOOL DISTRICT #6
<br />CITY OF EVERETT
<br />VERIZON
<br />SNOHOMISH COUNTY P.U.D. NO. 1
<br />PUGET SOUND ENERGY
<br />FRONTIER/VERIZON
<br />\\,000,�.000
<br />/Y
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information, no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 10/22/2024
<br />Permit Inspector
<br />SHEET INDEX
<br />C1.0 COVER SHEET
<br />92.9
<br />rVIS;F'PjG CITppr 99Pj91;FI9Pj9
<br />�C A ;PF!S . pin! l l 9
<br />C6.0 SEAWAY BOULEVARD IMPROVEMENT PLAN
<br />C6.1 SEAWAY BLVD UPSTREAM STORM
<br />TREATMENT IMPROVEMENT PLAN
<br />C7.0 STORM DRAINAGE PLAN
<br />C8.0 STORM DRAINAGE PROFILES
<br />C9.0 STORM DRAINAGE DETAILS
<br />C10.0STORM DRAINAGE DETAILS
<br />C10.1 STORM DRAINAGE DETAILS
<br />C11.0 GRADING AND PAVING PLAN
<br />C12.0 WATER PLAN
<br />C13.0 SEWER PLAN
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<br />DAVID EVANS
<br />ANDASSOCIATES INC.
<br />1620 W. Marine View Drive
<br />Suite 200
<br />Everett, WA 98201
<br />425.259.4099
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<br />RECORD
<br />DRAWINGS
<br />CHECKED BY: JNS
<br />DESIGNED BY: AC
<br />DRAWN BY: VM
<br />FIRST SUBMITTAL DATE:
<br />PROJECT NO.
<br />281200000004
<br />SHEET NO.
<br />C100
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<br />RECORD DRAWINGS
<br />DATE:09-26-2024
<br />
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