1500 W MARINE VIEW DR SEINER WHARF 2020-07-14

STAGING AND SECURITY NOTES I. GENERAL 1. CONTRACTOR MAY UTILIZE THE AREAS DESIGNATED FOR STAGING DURING CONSTRUCTION OF THE PROJECT. NI 2. CONSTRUCTION ACCESS, STAGING AREAS, AND ADJACENT STRUCTURES SHALL BE PROTECTED BY THE CONTRACTOR � AGAINST ANY DAMAGE FROM THE CONSTRUCTION ACTIVITIES. ANY DAMAGE TO THESE AREAS INCURRED DURING LEGEND �j//// CONSTRUCTION SHALL BE REPAIRED AND RESTORED TO ITS ORIGINAL CONDITION. SUCH REPAIR AND RESTORATION SHALL BE DONE BY THE CONTRACTOR AT NO COST TO THE OWNER AND BE SUBJECT TO APPROVAL BY THE ENGINEER. STAGING AREA 3. CONTRACTOR SHALL ACCOMMODATE OTHER CONSTRUCTION ACTIVITIES SET BY THE PORT. ACCOMMODATIONS SUCH AS, CE— - —0T— BUT NOT LIMITED TO, RELOCATION OF TEMPORARY CONSTRUCTION FENCING AND STAGING AREAS, PERMITTANCE OF ENTRY _ _ y — -_ _TEMPORARY CONSTRUCTION `0E—' — =, –�-— —X FENCING. IN CONSTRUCTION SITE BY OTHER CONTRACTORS AND TRADES. =-fie----�@��.. `a —°E .._ –` _--^�,, `�. II. FENCING THE CONTRACTOR SHALL BE RESPONSIBLE FOR FENCING THE SITE TO PREVENT PUBLIC ENTRY INTO THE SITE, STAGING � \ NOTES AREAS AND CONTRACTOR'S OWN SECURITY. FENCING SHALL BE INSTALLED THROUGHOUT ENTIRE CONSTRUCTION SEQUENCE ae� ,, 1) EXISTING CONDITIONS SHOWN. AS REQUIRED AT EACH WORK AREA. .� \OC,� 2)ALL ITEMS DEPICTED ARE EXISTING UNLESS III.SIGNS . ,, ,, -,\ OTHERWISE NOTED. PLACE CONSTRUCTION SIGNS AND BARRICADES AS REQUIRED PREVENTING PUBLIC ENTRY INTO THE WORK AREA. a4N~ ��rt IV.LOAD LIMITATIONS IONS ..–. 'N CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING CAPACITY OF THE PERMANENT STRUCTURES AND STRUCTURES TO BE REMOVED AT EACH AREA. A DETAILED PLAN ON THE METHOD OF APPLICATION AND LIMITS OF SUCH LOADING SHALL BE N, 'N.4‘.‘,‘. PREPARED AND STAMPED BY A REGISTERED ENGINEER, LICENSED IN THE STATE OF WASHINGTON, RETAINED BY THE CONTRACTOR. THIS PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AT LEAST FOUR WEEKS IN ADVANCE OF INTENDED USE. ANY DAMAGE TO PERMANENT STRUCTURES RESULTING FROM CONTRACTOR USE SHALL BE REPAIRED TO THE \ s`N.,. SATISFACTION OF THE ENGINEER AT NO COST TO THE OWNER. _ ,� 200'-0"t EXISTING LIGHT '''°;'' EXISTING POLE, TYP. \°e I SEGMENT A �` BULKHEAD �cF`` . .� ) 4 ,x x--x---x- x-. x x , x �x — - — — ' — ___-� , m�.___._ z\ o � x a, 3 q vy v _ 1 P., .✓ \ \ [� +I N x o EL EXISTING ' o 0 FLOAT FA \ �.I 0 \ y; I- \ 4 41 0 EXTENT OF \ 1 I x L., NEW PLATFORM \ o;) 1 o \ tj € a \ .I N Z AI°111 O x x x x X ry I X Z 30'-O"t ooII !CENTRAL i XISTING MARINA CONCRETE4URBcc i EXISTING 1 I I z SEGMENT B 1 j I y I N BULKHEAD }' 1S 0 x 1 I, 4 . , /r� PLAN C I MM WSCALE IN FEET ��W 2D D 20 40IF THIS DRAWING IS NOT - 22"x34" SCALE ACCORDINGLY. PROJECT ENGINEER: SCALE: DWG, NO. O• . 4 PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED PORT O F E V E R E T T G1.06 PortoPROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE ; « DESIGNED BY: DATE: CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ✓"1 SEINER WHARF SEGMENT D CIP NO. 2-0-023–01 to �1 1736 Fourth w"enne S.,Suite WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, it *('1A A V. NGUYEN JUNE 13, 2016 WW1 © Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF /, PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 < " DRAWN BY: CHECKED BY: N P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY t,• ENGINEERS,INC. www.pndengineen.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ♦ 31z%N $ G. DEAN T. BELSICK PROJECT MR–CM-2016-06 P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED c/ss /s2s`�<'� APPROVED BY: PACIFIC RIM PLAZA PLATFORM NO. O A\06/13/16 TB ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT 70NAL B j EVERETT,WA 98206 Y (425)259-3764 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (://3/41 STAGING AND SECURITY SHEET NO. 7 OF 71