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TRACK 104 <br />18.5 <br />18.5 I HOOP TENT �� f I I IX / <br />19.0 I i I f <br />SURVEY CONTROL POINTS URVNOTES <br />SURVEY CONTROL POINTS PROVIDED BY METRON AND ASSOCIATES, PROJECT NO. 1401 1-FE, 1. BATHYMEiRIC SURVEY SHOWN ON THESE DRAWINGS (ELEVATIONS EQUAL TO OR BELOW <br />DATED OCTOBER 2016. SEE SURVEY NOTES FOR ADDITIONAL INFORMATION. +14 FT MLLW) ARE BASED UPON A SURVEY BY PACIFIC GEOMATIC SERVICES. INC ON <br />0 <br />0 <br />C) <br />SURVEY( CONTROL POINT <br />NORTHING <br />LASTING <br />ELImVATION <br />DESCRIPTION <br />CONTROL <br />POINT 1 <br />358215.0840 <br />1298326M30' <br />+19.312 <br />AT TOP OF SOUTHWEST <br />CORNER OF CONO BUL LRAIL <br />CONTROL <br />POINT 2 <br />358758.5730 <br />1298772.8690' <br />1 8 <br />AT TOP OF NORTHWEST <br />CORNER OR CONC BULLRAIL <br />CONTROL <br />POINT 3 <br />358214.5136 <br />1298329.64289 <br />INTERSECTION OR GRID <br />A — 0 <br />CONTROL <br />POINT 4 <br />5 755.4596 j <br />1298773.9146 9 <br />INTERSECTION OF GRID <br />A — 35 <br />® 1. CONTRACTOR SHALL FIELD VERIFY NORTHING AND LASTING COORDINATES PRIOR TO CONSTRUCTION. IF <br />THERE ARE ANY DISCREPANCIES, CONTRACTOR SHALL NOTIFY ENGINEER BEFORE PROCEEDING WITH THE <br />WORK. <br />Avenue,'0!, <br />Washington 98101 Fax (206) 382-0500 <br />PROJECT <br />A 12/08/17 NW ISSUED FOR DID AND PERMIT. <br />NO. DATE BY REVISION <br />REVISION <br />NOVEMBER <br />2. BOUNDARY, TOPOGRAPHY, UTILITIES, SITE FEATURES, AND SURVEY CONTROL SHOWN ON <br />THESE DRAWINGS ARE BASED UPON A SURVEY TITLED "PAVEMENT REPLACEMENT BUILDING <br />T-5 AND SOUTH WHARF MAPPING99 BY METRON AND ASSOCIATES, PROJECT NO. 14011 -E, <br />DATED OCTOBER, 2016; A SURVEY TITLED 66ENGINEERING SURVEY (FIELD SURVEY COMPLETED <br />APRIL 2014 - AUGUST 2016)49 BY METRON AND ASSOCIATES, PROJECT NO. 1401 / AND A <br />SURVEY TITLED 66ENGINEEING SURVEY SUPPLEMENTAL MAP 1 (FIELD SURVEY COMPLETED <br />SEPTEMBER 2015) BY METRON AND ASSOCIATES, PROJECT NO. 14011. <br />0 <br />BOLLARD <br />CATCH BASIN <br />1 <br />FIRE HYDRANT <br />�® <br />NATURAL CAS LINE <br />SEWER CLEANOUT <br />>' <br />SEWER MANHOLE <br />®SS— <br />SEWER LINE <br />STORM DRAIN MANHOLE <br />—SD— <br />STORM LINE <br />UG PWR— <br />UNDERGROUND ROVER LINE <br />WATER LINE <br />UTIL <br />w <br />WATER METER <br />WATER VALVE <br />WASHINGTON STATE COORDINATE SYSTEM <br />OF 1985, NORTH ZONE <br />NORTH AMERICAN DATUM OF 1983, 1991 <br />ADJUSTMENT, (NAD83/91). <br />SCALE FACTOR 0.999945459 <br />CONVERGENCE.-1®01'52.9" <br />RTIAL SAT L LA - <br />PROJECT <br />BENCHMARK <br />N.C.S. BENCHMARK MONUMENT "J791 <br />. <br />VERTICAL DATUM IS M.L.L.W. AND IS BASED ON A FIELD <br />TIE TO N.G.S. BENCHMARK MONUMENT "0', N.A.V.D. 88 <br />ELEVATION = 26.77 FEET, N.A.V.D. 88, AS SHOWN ON THE CITY <br />OF EVERETT PUBLISHED SHEET FOR "0' DATED 01 /15/08. <br />"J7" DATUM ELEVATION = 2.9.02 FEET, M.L.L.W. <br />M.L.L.W. -2.25 FEET = N.A.V.D. 88 <br />NER ROUND-TILITY�TE <br />UNDERGROUND UTILITY LOCATIONS SHOWN HEREON <br />ARE BASED UPON SURFACE INDICATORS, APPLIED <br />PROFESSIONAL SERVICES UTILITY LOCATE SERVICE, <br />CITY OF EVERETT CIS UTILITY MAPS AND PORT OF <br />EVERETT RECORDS. 48 HOURS BEFORE CONSTRUCTION <br />CALL THE UTILITY LOCATE SERVICE AT 811 AND AN <br />INDEPENDENT LOCATOR FOR PORT UTILITIES, <br />UTILITY EASEMENT DIMENSIONS SHOWN HEREON ARE <br />BASED ON CITY OF EVERETT GIS AS -BUILT RECORDS. <br />WE HAVE NOT CONFIRMED THE EXISTENCE OF <br />RECORDED OR UNRECORDED DOCUMENTS THAT MAY <br />HAVE GRANTED EASEMENT RIGHTS OR THEIR <br />DIMENSIONS. <br />A.P.S. HAD DETERMINED THAT THE ELECTRIC <br />MANHOLE JUNCTION CONNECTIONS WITHOUT LIVE <br />SERVICE TO THEM HAVE BEEN ABANDONED. <br />IF SHEET IS LESS THAN 22x34 <br />