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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 62o3O'00" WEST 434.33 FEET; <br />THENCE NORTH 27o3O'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 60o00100" <br />AN ARC DISTANCE OF 670.21 FEET TO A POINT OF TANGENCY; <br />THENCE NORTH 89o3O'00" WEST 198.93 FEET; <br />THENCE NORTH 02o3O'OO" EAST 1065.19 FEET TO THE NORTH LINE OF SAID SOUTHEAST <br />QUARTER OF THE SOUTHWEST QUARTER OF SECTION 2; <br />THENCE SOUTH 88oO6'39" EAST ALONG SAID LINE 1171.43 FEET TO NORTHEAST CORNER OF <br />SAID SUBDIVISION; <br />THENCE SOUTH OOo47'41" 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 62o3O'00" WEST 434.33 FEET; <br />THENCE NORTH 27o3O'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 />38o21'17" 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 21o38'43" FOR AN ARC DISTANCE OF 241.78 FEET TO A POINT OF TANGENCY; <br />THENCE NORTH 87o3O'00" WEST A DISTANCE OF 198.93 FEET; <br />THENCE NORTH 02o3O'OO" EAST A DISTANCE OF 500.00 FEET; <br />THENCE SOUTH 87o3O'00" EAST A DISTANCE OF 435.00 FEET TO A POINT WHICH BEARS <br />NORTH 02o3O'OO" EAST FROM THE TRUE POINT OF BEGINNING; <br />THENCE SOUTH 02o3O'OO" 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 />811 <br />cellbefo'ry dig.org <br />SITE DATA <br />A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M. <br />EXISTINGZONING: LI-2 <br />DEVELOPMENT DATA: <br />SITE AREA: 1,266,317 SF AC) <br />SEAWAY COMMERCIAL CENTER <br />OWNER/DEVELOPER USA LTD <br />BUILDING AREA: 250,976 SF <br />0,976 <br />6605 MERRILL CREEK PKWAY <br />6605 <br />TENANT A SPACE: 64,SF <br />WAREHOUSE: 186,024 024 SF <br />SNBL USA LTD. <br />EVERETT, WASHINGTON 98203 <br />SITE COVERAGE MAX: 50 % <br />SITE COVERAGE PROP.:15.0% <br />CIVIL IMPROVEMENT PLANS <br />ENGINEER/SURVEYOR DAVID EVANS and ASSOCIATES, INC <br />W MARINE VIEW DR, STE 200 <br />EVE <br />EVERETT, WASHINGTON 98201 <br />MAX BLDG HEIGHT: 120'-0" <br />ACTUAL BLDG HEIGHT: 32'-0" <br />RECORD DRAWINGS <br />PH:TACT425-405-1464 <br />CONTACT: APRIRIL D. COLEMAN, P.E. <br />EMAIL: apdc@deainc.com <br />PARKING PROVIDED <br />STANDARD 316 STALLS <br />ARCHITECT 2812 ACHITECTURE <br />ADA 8STALLS <br />2812 COLBY AVENUE <br />TOTAL 324 STALLS <br />EVERETT, WASHINGTON 98201 <br />CONTACT: ADAM CLARK <br />�z--Q <br />PH: 425-252-2153 <br />EMAIL: adam@2812architecture.com <br />WETLAND CONSULTANT TALASEA CONSULTANTS <br />15020 BEAR CREEK ROAD NE <br />WOODINVILLE, WASH INGTON,9807 <br />SCALE <br />PH: 425-861-7550 <br />100 0 50 100 2D0 <br />CONTACT: DAVE R. TEESDALE <br />EMAIL: dteesdale@talasaea.com <br />TAX ACCOUNT NO. <br />(FEET) <br />28040200300500 <br />1 INCH =100 FT. <br />ADDRESS: <br />7007 SEAWAY BLVD <br />EVERETT, WASHINGTON <br />ZONING: <br />LI-2 <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 />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 />FRONTIERNERIZON <br />N004741E ASSESSOR NO: <br />26' 1M..39- 28041100100600 / \ <br />91 <br />�26 po, <br />ol <br />° TENNEWWAREHOUSE BUILDING <br />0'S.F. <br />64,952SS.F. 186,024 S.F. <br />c 30 25' <br />ASSESSOR NO: <br />28040200300200 "'° R50' SHEET INDEX <br />NOTE: HORIZONTAL <br />CONTROL TO BE <br />CONFIRMED BY THE <br />CONTRACTOR <br />36' 36' <br />TRANSFORMER <br />ASSESSOR NO: <br />28040200300500 <br />ASSESSOR NO: <br />28040200300100 <br />TRASH <br />ENCLOSURE <br />TRASH <br />ENCLOSURE <br />ASSESSOR NO: <br />28040200300700 <br />ASSESSOR NO: <br />28041100200500 <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 />C10.0 STORM 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 <br />1:4 ..____... _. _._. __..____E AND DETAILS <br />---I!1!11=1AlIJFIINiAll�liPJ1 <br />WIN <br />®ffff <br />DAVID EVANS <br />ASSOCIATES INC. <br />1620 W. Marine View Drive <br />Suite 200 <br />Everett, WA 98201 <br />425.259.4099 <br />x <br />LU <br />z <br />wU) <br />U � <br />az <br />U a <br />LU Q <br />2 <br />20 <br />OO <br />U <br />U <br />w <br />V) <br />F- <br />LU <br />o LU <br />to V! <br />7 n/ <br />mW <br />�0 <br />U <br />W <br />W <br />X <br />W <br />W <br />LL <br />O <br />r <br />:i <br />w <br />0 <br />RECORD <br />DRAWINGS <br />CHECKED BY: JNS <br />DESIGNED BY: AC <br />DRAWN BY: VM <br />FIRST SUBMITTAL DATE: 10/31 /20241 <br />PROJECT NO. <br />281200000004 <br />SHEET NO. <br />C1.0 <br />RECORD DRAWINGS <br />DATE: 10-31-2024 <br />