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1 P-4 <br /> I. NOTES III.VERTICAL DATUM <br /> BASEMAP IS A COMBINATION OF: 1. THE VERTICAL DATUM FOR THE SEINER WHARF PHASE 1 IS MLLW (MEAN LOWER LOW WATER) TIDAL DATUM. <br /> I <br /> �I I 1. SURVEY PERFORMED BY DAVID EVANS ASSOCIATES, OCTOBER 2015 2. THE PROJECT BENCHMARK IS THE NGS BENCHMARK 0457, LOCATED APPROXIMATELY 860 FEET NORTH OF <br /> I I EXISTING I 2. DESIGN DRAWINGS FROM 14TH STREET BULKHEAD REPLACEMENT, 2005 10TH STREET ON THE EAST SIDE OF WEST MARINE VIEW DRIVE, APPROXIMATELY 2 FEET SOUTH OF A POWER <br /> N SEGMENT C \1 <br /> 3. DESIGN DRAWINGS FROM THE EVERETT SHIPYARD CLEANUP, 2014 <br /> II. HORIZONTAL DATUM POLE NUMBERED #1/15. THIS BENCHMARK IS A CONCRETE MONUMENT WITH A BRASS DISK MARKED <br /> BULKHEAD No NATIONAL GEODETIC SURVEY, Q457, 1973. <br /> 1 <br /> 0 1. THE HORIZONTAL DATUM FOR THE SEINER WHARF PHASE 1 IS NAD 83/91 GRID. 3. BM ELEVATION = 17.72 FEET MLLW <br /> t 2. THE PORT OF EVERETT CURRENTLY USES STATE PLANE GRID COORDINATE SYSTEM, WASHINGTON NORTH IV. EQUATIONS TO OTHER DATUMS <br /> ZONE. SEE SHEET T1.01 TIDAL DATUM TABLE FOR MLLW TO NAVD 88 CONVERSION. <br /> t I <br /> CENTRAL t / 3. STATE PLANE COORDINATE PROJECTION FROM GRID TO GROUND HAS A SCALE FACTOR OF 1.0000515777 <br /> MARINA 4 CONTROL POINTS NORTHING FASTING <br /> / WITH AN ORIGIN COORDINATE OF NORTH 0.00 AND EAST 1,640,416.665. <br /> CP-1 366655.658 1302419.670 <br /> 4. TWO SURVEY CONTROL POINTS TO BE USED AS A REFERENCE BASELINE ARE: CP-2 366790.637 1302422.048 <br /> A. CITY OF EVERETT CONTROL MONUMENT "E009 1991" - 3"ALUMINUM DISK IN CONCRETE MONUMENT CP-3 366806.205 1302022.972 <br /> EXISTING DERELICT t CASE. <br /> Z-SHEET PILE CP-4 367238.600 1302025.321 <br /> AT MUDLINE GRID GROUND NOTES: <br /> 4 NORTHING: 369674.1986 369693.2637 1.FIELD VERIFY BEARING OF EXISTING SIDEWALK TO BE PARALLEL WITH CP-1 AND CP-2 <br /> f EASTING: 1300666.9227 1300649.3977 2. FIELD VERIFY BEARING OF EXISTING SOUTH EDGE OF SEGMENT D WHARF TO BE PARALLEL WITH CP-2 AND <br /> CP-3 <br /> EXISTING ASPHALT B. CENTERLINE R/W MONUMENT AT THE INTERSECTION OF WEST MARINE VIEW DRIVE AND 14TH STREET - 4" 3. FIELD VERIFY BEARING OF EXISTING SOUTH EDGE OF SEGMENT C BULKHEAD TO BE PARALLEL WITH CP-3 <br /> SURFACINGi DIAMETER CONCRETE MONUMENT WITH LEAD AND COPPER TACK, 0.50' DOWN IN MONUMENT CASE. AND CP-4 <br /> GRID GROUND <br /> 1t4 / NORTHING: 367492.1087 367511.0631 <br /> 56'-6" <br /> EASTING: 1302456.1581 1302438.7269 <br /> NEW GUEST DOCK 5 <br /> APPROACH PIER, SEE 52.01rAre1 0 , I <br /> mIU / 0 NEW SEGMENT D BULKHEADVr"NEW CONCRETE <br /> CURB AND GUTTER <br /> / CONCRETE CAP, SEE S3.01 EXISTING TIMBER 3 EDGE WHARF <br /> BULKHEAD, BELOWOF <br /> - - �E- - -0E- - --- __ -or- ---0-0E--21- --pE - -oE- - -°- - _...._GE- ._.- -- ..._.. - -GE- - -O- - -DE- - -{.-- - -oF__... _._ ..._ _PARALLEL TO BEARING I <br /> EXISTING ' S8745'57.91OFCP-1NDCQ-DOCK Ar Ar <br /> o• • EXISTINGE1 * " <br /> irtWV NEW PLANTING <br /> SEINE PIERL Ara. �j �/ �� �i� ��./ � � ti ,//�i# // . ....., STRIP I <br /> o �'I11117 IiN!•7s- •�.. ". r A... .�. " , . d .\ • a - " _ .. z - ' -- . 3 ' o� <br /> * . „ „ ..F I , .r <br /> 7 ' 4. <br /> a -- I • •b+e•�• $ SOUTH EDGE OF}; i€ it <br /> x SOUTH EDGE OF a .. n n ❑ n- n ❑ n ❑ n a _J <br /> o NEW WHARF \a.f NEW BULKHEAD II I <br /> F <br /> W A I• WEST CORNER ; --1-1 m <br /> .._. - r DETAIL NEW SEE GUARDRAIL, TYP. NEW CONCRETE / <br /> SIDEWALK, SEE CIVIL I i , . -,A <br /> z / , NEW DRIVEWAY, t m I I <br /> o <br /> O EXISTING NEW SEGMENT D " ° SEE CIVIL =I A l <br /> R-DOCK WHARF, SEE S3.01 NEW REMOVABLE . <br /> EXISTING TIMBER p1 <br /> BOLLARDS, SEE CIVIL * I <br /> Noz <br /> WEST EDGE OF NEW a; BULKHEAD, BELOW I `` <br /> 0 WHARF PARALLEL TO 56'-0" <br /> A <br /> 06` NEW TIMBER I ' <br /> z - EXISTING SEGMENT C j \ I <br /> m I I DRIVEWAY RAMP, _ PLANTING <br /> o NEW GUEST DOCK 5 SEE CIVIL 38-O" 4EXISflNG I i STRIP <br /> PROJECT CONTROL APPROACH PIER <br /> SOUTHWEST CORNER Z m m y <br /> OF WHARF N <br /> ❑ '� � 1 ; EXISTING CONCRETE 1 <br /> N RELOCATED DOCK SECTIONS m mo to I '.SIDEWALK <br /> 0 AND GANGWAY, TYP. > xi m I [lI 4 <br /> Q SOUTH ' [ m <br /> LEGEND = MARINA CR-1 EXISTING <br /> CONCRETE CURB <br /> w :___�, COLD PATCH HMA I <br /> /n \ NEW SEGMENT D EXISTING <br /> SEGMENT E 1 1 <br /> U <br /> CRUSHED SURFACING TOP \ BULKHEAD T <br /> /�//// COURSE PER WSDOT 9-03I .9(3) NEW SEGMENT D - CONCRETE CAP WHARF 1 <br /> CONCRETE SIDEWALK. SEE C1.02 <br /> WHARF <br /> 8FOR DETAILS NOTE: <br /> PLATE NOT <br /> E WEST CORNER DETAIL SHOWN FOR CLARITY. PLAN <br /> SCALE IN FEET <br /> C?----:---- <br /> IF THIS DRAWING IS NOT SCALE: 1/4" = 1'-0" mm <br /> 20 0 20 40 <br /> 0 22"x34" SCALE ACCORDINGLY. <br /> K ' -" PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> 0_ PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED G1.07 <br /> a Port O PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE ; y • DESIGNED BY: DATE: <br /> 1 1736 Fourth Avenue 5.,Suite A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ,✓'� SEINER WHARF SEGMENT D & <br /> m WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, �' �, V. NGUYEN JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> a /�• ® I © I © Seattle,Washington 96134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF y �-.� !!! PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> • C DRAWN BY: CHECKED BY: <br /> _� P:20fi.C,24.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> • 'e G. DEAN T. BELSICK PROJECT <br /> ��• ENGINEERS,INC. www.pndenginecrs.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN op P•39A2•o �. MR-CM-2016-06 <br /> 5 '7ginec..con, APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED `t9,eNA6 �G` APPROVED BY. NO. <br /> P.O. BOX s36 0 06 13 16 TB ISSUED FOR BID ND CONSTRUCTION SEGMENT <br /> EVERETT,WA 98206 DIRECTLY ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT 'VONA. <br /> 2 (425)259-3164 NO. DATE BY REVISION OR INDIRECTLY TO PND. b//3//(° GENERAL ARRANGEMENT PLAN SHEET NO. 8 OF 71 <br />