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<br />VICINITY MAP
<br />FISHER CONSTRUCTION GROUP
<br />625 FISHER LANE
<br />BURLINGTON, WASHINGTON 98233
<br />CONTACT: SETH BURWASH; AIA
<br />CI VI L:
<br />NAVIX ENGINEERING
<br />11400 SE 8TH STREET, SUITE 345
<br />BELLEVUE, WA 98004
<br />(425) 453-9501
<br />CONTACT: JARED VERNEY, PE
<br />ARCHITECT:
<br />FISHER CONSTRUCTION GROUP
<br />625 FISHER LANE
<br />BURLINGTON, WASHINGTON 98233
<br />CONTACT: SETH BURWASH, AIA
<br />SURVEYOR:
<br />A.S.P.I:-
<br />2505 S 2ND AVE, SUITE A
<br />EVERETT, WA 98203
<br />(425)252-1884
<br />CONTACT: ROB BOGDEN
<br />GEOTECHNICAL ENGINEER:
<br />GEOTEST
<br />741 MARINE DRIVE
<br />BELLINGHAM, WA 98225
<br />(360) 733-7318
<br />CONTACT: GERRY D. BAUTISTA, PE
<br />CITY OF EVERETT ENGINEERING & PUBLIC
<br />SERVICES
<br />3200 CEDAR STREET
<br />EVERETT, WA 98201
<br />(425) 257-8810
<br />N.T.S.
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<br />FISHER CONSTRUCTION GROUP
<br />2201 100TH STREET SW. EVERETT, WA
<br />LAND USE ZONE: BUSINESS PARK (M—M)
<br />COMP PLAN: OFFICE AND INDUSTRIAL PARK (5.4)
<br />SITE AREA: APPROX. 4.17 ACRES
<br />TAX PARCEL NO.: 28041400300500
<br />28041403300900
<br />DATUM/BASIS BEARINGS
<br />BASIS OF BEARINGS IS THE WASHINGTON STATE PLANE COORDINATE SYSTEM,
<br />NAD 1983/91 AND NAVD 88, PER FOUND MONUMENTS ON THE SOUTH LINE OF
<br />THE SOUTHWEST QUARTER OF SECTION 14.
<br />MONUMENT — FOUND 4" DOMED BRASS DISK W/ PUNCHED TRIANGLE &
<br />"HORIZONTAL CONTROL SURVEY PAANE FIELD 'I990 THE DIRECTOR NATIONAL
<br />GEODETIC SURVEY" +/— '172' W. & 90' N. OF SEC. COR IN LAWN STRIP ON N.
<br />SIDE OF 100TH ST. SW E. OF 29TH AVE. W. ELEV. = 59'1,42'
<br />THAT PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE
<br />SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP
<br />28 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, DESCRIBED AS
<br />FOLLOWS:
<br />COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 14;
<br />THENCE SOUTH 89°50'04" WEST ALONG THE SOUTH LINE OF SAID SECTION 14 FOR
<br />A DISTANCE OF 989.13 FEET TO THE SOUTHWEST CORNER OF SAID SUBDIVISION;
<br />THENCE NORTH 00°54'25" WEST ALONG THE WEST LINE OF SAID SUBDIVISION
<br />40,00 FEET TO THE TRUE POINT OF BEGINNING;
<br />THENCE CONTINUE NORTH 00°54'25" WEST ALONG THE WEST LINE OF SAID
<br />SUBDIVISION 551.60 FEET TO A POINT THAT IS SOUTH 00°54-'25" EAST 69.10
<br />FEET FROM THE NORTHWEST CORNER OF SAID SUBDIVISION;
<br />THENCE NORTH 89°53'00 EAST PARALLEL WITH THE NORTH LINE OF SAID
<br />SUBDIVISION 329.68 FEET TO THE EAST LINE OF SAID SUBDIVISION;
<br />THENCE SOUTH 00°54'32" EAST ALONG THE EAST LINE OF SAID SUBDIVISION
<br />551.33 FEET TO A POINT 40.00 FEET NORTH OF THE SOUTH LINE OF SAID
<br />SUBDIVISION;
<br />THENCE SOUTH 89°50'04" WEST 329.69 FEET TO THE TRUE POINT OF BEGINNING;
<br />EXCEPT THAT PORTION THEREOF LYING WITHIN 100TH STREET SOUTHWEST.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
<br />GENERAL NOTES (NAVIX)
<br />SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS,
<br />THE CITY OF EVERETT STANDARD SPECIFICATIONS, AND THE A.P.W.A. STANDARDS WHICH
<br />ARE HEREBY REFERENCED AS PART OF THESE PLANS,
<br />THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING
<br />CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE
<br />EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON ALTA AND LIDAR
<br />TOPOGRAPHIC SURVEY BY EASTSIDE CONSULTANTS INC., DATED JANUARY 15, 2016,
<br />THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING
<br />THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE
<br />CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF
<br />THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING
<br />SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS; WITHOUT EXCEPTION, HE
<br />SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED
<br />LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.
<br />CAUTION — NOTICE TO CONTRACTOR
<br />THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING
<br />UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
<br />COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
<br />INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
<br />CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS
<br />BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL
<br />BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
<br />WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
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<br />1. THE FOLLOWING ARE THE MAIN STANDARDS AND SPECIFICATIONS CURRENTLY UTILIZED
<br />FOR DESIGN AND CONSTRUCTION WITHIN THE CITY OF EVERETT LISTED IN ORDER OF
<br />PRIORITY.
<br />A. CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND
<br />SPECIFICATIONS FOR DEVELOPMENT.
<br />B. WSDOT/APWA STANDARD SPECIFICATIONS AND PLANS FOR ROAD AND
<br />BRIDGE CONSTRUCTION AS PUBLISHED JOINTLY BY THE WASHINGTON STATE
<br />DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF
<br />THE AMERICAN PUBLIC WORKERS ASSOCIATION.
<br />C. U.S. DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES AS AMENDED AND APPROVED BY WASHINGTON STATE
<br />DEPARTMENT OF TRANSPORTATION (MUTCD).
<br />D. ADDITIONALLY, SPECIAL REQUIREMENTS MAY BE APPLIED AS REQUIRED BY
<br />MISCELLANEOUS AGENCIES SUCH AS: STATE BOARD OF HEALTH, DEPARTMENT OF
<br />FISHERIES, ETC.
<br />2. WORK PERFORMED WITHIN THE PUBLIC RIGHT—OF—WAY, WHETHER BY OR FOR A PRIVATE
<br />DEVELOPER, BY CITY FORCES, OR BY A CITY CONTRACTOR, SHALL BE DONE TO THE
<br />SATISFACTION OF THE CITY INSPECTOR AND IN ACCORDANCE WITH APPROVED PLANS
<br />AND THE STANDARDS. UNLESS OTHERWISE APPROVED, ANY REVISION PROPOSED TO
<br />APPROVED PLANS MUST BE SUBMITTED ON UPDATED ENGINEERING PLANS FOR REVIEW
<br />AND APPROVAL BY THE CITY REVIEWERS BEFORE BEING IMPLEMENTED.
<br />3. THE DEVELOPER AND CONTRACTOR SHALL SCHEDULE AND CONTROL HIS WORKSO
<br />AS TO PREVENT ALL HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
<br />4. ARRANGE FOR AND ATTEND PRE—CONSTRUCTION/ON-SITE CONSULTATION MEETING WITH
<br />OWNER AND CITY INSPECTORS,
<br />5. EXISTING UTILITY LOCATIONS AS SHOWN ON THE PLANS HAVE BEEN OBTAINED FROM
<br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND DISCOVERY OF POSSIBLE
<br />ADDITIONAL UTILITIES NOT SHOWN, SO AS TO AVOID DAMAGE OR DISTURBANCE. THE
<br />CONTRACTOR SHALL CALL THE UNDERGROUND UTILITY LOCATING SERVICE
<br />(1-800-424-5555) 72 HOURS PRIOR TO BEGINNING ANY EXCAVATION; NO
<br />EXCAVATIONS SHALL BE MADE UNTIL EXISTING UTILITIES ARE CLEARLY MARKED IN THE
<br />FIELD.
<br />6. AN APPROVED COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER
<br />CONSTRUCTION IS IN PROGRESS.
<br />7. ALL SUBJECT STREETS SHALL BE KEPT CLEAN OF DIRT AND DEBRIS.
<br />8, DESIGNS HAVE BEEN DEVELOPED BASED ON A SITE SURVEY BY A LICENSED SURVEYOR.
<br />9. MATERIALS SUBMITTALS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR
<br />TO CONSTRUCTION.
<br />10. CONTRACTOR MUST HAVE A VALID CITY OF EVERETT BUSINESS LICENSE, THIS CAN BE
<br />APPLIED FOR/OBTAINED THROUGH THE CITY CLERKS OFFICE IF NOT CURRENTLY ACTIVE.
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<br />CV-1
<br />COVER SHEET
<br />SHEET 1 OF 1
<br />A.S.P.I. TOPOGRAPHIC SURVEY
<br />D-1.0
<br />T.E.S.C. AND CIVIL SITE DEMOLITION PLAN
<br />D-1.1
<br />T.E.S.C. DETAILS
<br />C-1.0
<br />SITE PLAN
<br />C-2.0
<br />GRADING AND DRAINAGE PLAN
<br />C-2.1
<br />GRADING AND DRAINAGE DE7,�,LS
<br />C-3.0
<br />(UTILITY PLAN
<br />APPROVED
<br />PLANNING DEPT. MSPECTMN REQU ED
<br />PRIOR 70 REQUES7 FOR RNAL INSP 00 1
<br />Landscaping — Fencing _Sjgns
<br />Environmentaily Sensitive Aresi
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<br />Permit #:
<br />PW1709-053
<br />Site Address:
<br />2201100TH ST S
<br />Owner:
<br />AUREUS LLC
<br />Tenant:
<br />AD SYSTEMS
<br />App-Date:
<br />9/19/20 7
<br />Proposed Use:
<br />Warehouse
<br />Description:
<br />SITE WORK FOR ADDMON TO EX BUIDING
<br />Reviewed By ,� h �� Date
<br />coffice Set lob Site Set Fire/Planning Set
<br />II
<br />SECTION,TOWNSHIP,
<br />9 "I ,d v,, ..
<br />SHEET NUMBER
<br />CV
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