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N <br /> EXISTING CONCRETE FXISTINr. <br /> PEDESTALS SEGMENTA <br /> BULKHEAD \ <br /> Ili <br /> w-ww '''-'7.7.-"=:-.. _ �. =•� \ <br /> CP-9, iN i� • • <br /> CP-8' <br /> PA IC RIM PLAZA <br /> , PLA M SEE S4.01 <br /> STEEL GUARDRAILEXISTING ,\ <br /> 1/4 \ <br /> FACE OF \ \ <br /> N_ <br /> PLATFORM <br /> �� CP-6 <br /> EXISTING CENTRAL DOCKS 4 <br /> K, L, M GATE HOUSE CENTRAL GUARDRAIL, TYP. <br /> MARINA SEE S5.02 <br /> • <br /> 1 <br /> STEEL PEDESTAL, TYP. 4 <br /> 4 <br /> o 4 EXISTING <br /> q I. NOTES <br /> q THIS BASEMAP IS A COMBINATION OF: CONCRETE CURB <br /> �' 1. SURVEY PREFORMED BY DAVID EVANS ASSOCIATES, OCTOBER 2015 <br /> 2. AS-BUILT SURVEY FROM EVERETT SHIPYARD SITE SEDIMENT CLEANUP AND CENTRAL MARINA • <br /> a IMPROVEMENTS - PHASE 1 SURVEY PREFORMED BY METRON AND ASSOCIATES INC., NOVEMBER 2015 4 <br /> to <br /> 7 II. HORIZONTAL DATUM 4 <br /> a 1. THE HORIZONTAL DATUM FOR THE SEINER WHARF PHASE 1 IS NAD 83/91 GRID. <br /> O 2. THE PORT OF EVERETT CURRENTLY USES STATE PLANE GRID COORDINATE SYSTEM, WASHINGTON NORTH <br /> 1- ZONE. <br /> W <br /> 3 3. STATE PLANE COORDINATE PROJECTION FROM GRID TO GROUND HAS A SCALE FACTOR IF 1.0000515777 . EXISTING <br /> L., <br /> WITH AN ORIGIN COORDINATE OF NORTH 0.00 AND EAST 1,640,416.665. CP-5 I CHAINLINK <br /> zx <br /> FENCE <br /> F M.VERTICAL DATUM <br /> O 1. THE VERTICAL DATUM FOR THE PACIFIC RIM PLAZA IS MLLW(MEAN LOWER LOW WATER) TIDAL DATUM. EXISTING <br /> N <br /> a 2. THE PROJECT BENCHMARK IS THE NGS BENCHMARK 0457, LOCATED APPROXIMATELY 860 FEET NORTH SEGMENT B <br /> x BULKHEAD <br /> O OF 10TH STREET ON THE EAST SIDE OF WEST MARINE VIEW DRIVE, APPROXIMATELY 2 FEET SOUTH OF <br /> z POLE NUMBERED #1/15. -. <br /> 0 3. THIS BENCHMARK IS A CONCRETE MONUMENT WITH A BRASS DISK MARKED NATIONAL GEODETIC SURVEY, x <br /> o 0457, 1973. <br /> 4 <br /> w 4. BENCHMARK ELEVATION = 17.72 FEET MLLW. <br /> Nh <br /> In <br /> B W.EOUATIONS TO OTHER DATUM: <br /> SEE SHEET T1.01 TIDAL DATUM TABLE FOR MLLW TO NAVD 88 CONVERSION. <br /> cc <br /> CONTROL POINTS ELEVATION NORTHING EASTING x <br /> La I <br /> Z CP-5 MATCH EXISTING 367409.14 1301970.24 <br /> to X <br /> 0 CP-6 MATCH EXISTING 367463.41 1301974.49 f <br /> 1 CP-7 MATCH EXISTING 367493.15 1301947.96 1 <br /> a CP-8 MATCH EXISTING 367490.87 1301897.65 <br /> N <br /> 0 <br /> { CP-9 MATCH EXISTING 367494.14 1301799.89 PLAN <br /> Er <br /> � ) <br /> SCALE IN FEETI MM �J / <br /> WIF THIS DRAWING IS NOT -- ) <br /> 0 22"x34" SCALE ACCORDINGLY. 2D O 20 40 <br /> 1— PROJECT ENGINEER: SCALE: DWG, NO, <br /> 000. 4 PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED PORT O F EVERETT <br /> G 1"08 <br /> Port o PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE " <br /> I <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �` °T ✓'"\ DESIGNED BY: DATE: SEINER WHARF SEGMENT D & <br /> ro 1736 Fourth Avenue S.,Suite WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, �%' V. NGUYEN JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> b ��� Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS-OF- ���I �.� �, PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> Y �/♦ © © © DRAWN BY: CHECKED BY: <br /> N P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> % �1Z• ENGINEERS,INC. wuw.pnJengineers.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN Top ; 312�0 243 G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> ` APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED ds, �TBT�T' a. PACIFIC RIM PLAZA PLATFORM NO. <br /> S P.O. BOX 538 / IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT SZONAL Y� APPROVED BY: <br /> j EVERETT,WA 98206 0 06/13 16 TB ISSUED FOR BID AND CONSTRUCTION <br /> Y (425)259-3164 DIRECTLY OR INDIRECTLY TO PND. <br /> 401/* GENERAL ARRANGEMENT PLAN SHEET NO. 9 OF 71 <br /> NO. DATE BY REVISION <br />