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

/ • 1 , , II I CENTRAL NEW PLANTING STRIP 1 ; SEE C1.02 FOR EXISTING 5MARINA RROW SEGMENT C ` AND 2"tFIL N MNUN GRASA TOP L OLAYER CONCRETE JOINT DETAI L E BULKHEAD REPLACE EXISTING DRIVEWAY I WITH NEW CURB AND PLANTING N NEW SEGMENT D EXISTING TIMBER STRIP. CURB AND GUTTER PER �I NEW GUEST DOCK 5 ' 20'-0" / BULKHEAD CONCRETE CAP BULKHEAD, BELOW 1 CITY EVERETT STANDARD APPROACH PIER ' , PLAN 305A R _ E.__ ......._.pt �... t o ....w _ .- EXISTING 19 120 121 122 r o - 0-DOCK �F'I�� 4"41, NEW CONCRETE SIDEWALK= EXISTING �� .. / .......SEINE PIER 11�� . . ._ ._ _.. .... ..... // �/ 777 /// /// ..... SEE`C1.02 FOR DETAILS 11� 0 , I `A�� NORTH EDGE OF °.. II NEW WHARF 101 103 105 • M 1 1 A+ ©' _ I xi SOUTH EDGE OF € 102 u • o 'c u,m= II __NEW WHARF -- x 104II 1 112 111 108 ` Sv m 3 jI I NEW SEGMENT D *± l EXISTING WHARF REMOVABLE BOLLARDS, 17 10 ` F 7)_ I R-DOCK (5) TOTAL AT 5'-0" O.C. II I I R PROJECT 711INEW + (CONTROL1 Q 113 1 109 �1T0 DRIVEWAY 14117 '1NII II SOUTH NEW TIMBER - _114 i/ I A DRIVEWAY RAMP O 11 ©' I MARINA € I ON RAILO 1 RELOCATED o 3 FIRE HYDRANT 2 q LEGEND POINT TABLE SEGMENTNG EXISTING CONCRETE 1O POINT# ELEVATION NORTHING EASTING DESCRIPTION WHARF SIDEWALK I o A ;A ' TEMPORARY ADA ASPHALT RAMP 101 17.43' 366790.13 1301966.88 TOP OF DECK, MATCH EXISTING SEGMENT C TOP OF CAP tl } [ . CRUSHED SURFACING TOP 102 17.31' 366767.12 1301966.76 TOP Of DECK EXISTING PLANTING 1 B. �� COURSE PER WSDOT 9-03.9(3) 103 18.28' 366786.79 1302052.59 TOP OF DECK, WHARF PILE BENT 3 STRIP w 104 18.00' 366763.80 1302051.70 TOP OF DECK, WHARF PILE BENT 3 ON RAILO 1I C. 1 o CONCRETE SIDEWALK. SEE C1.02 1 ii • FOR DETAILS 105 18.23' 366773.87 1302383.75 TOP OF DECK o 106 18.00' 366750.87 1302383.34 TOP OF DECK EXISTING CONCRETE wo I CURB rn 107 -- 366735.37 1302398.88 TOP OF DECK, MATCH EXISTING I FNOTES 108 -- 366749.40 1302431.32 TOP OF CURB, EDGE OF DRIVEWAY, MATCH EXISTING I� EXISTING ( STOP SIGN PER MUTCD STANDARD DETAIL 109 -- 366710.67 1302413.40 BACK OF SIDEWALK, MATCH EXISTING LIGHT POLE y O1 R1-1 AND INSTALLATION PER CITY OF 110 -- 366707.03 1302430.46 TOP OF CURB, EDGE OF DRIVEWAY, MATCH EXISTING , ' Z EVERETT STANDARD PLAN 716. ❑ $ 111 -- 366750.16 1302414.20 BACK OF SIDEWALK, MATCH EXISTING "DO NOT ENTER" SIGN PER MUTCD STANDARD EXISTING �� I I z O DETAIL R5-1 AND INSTALLATION PER CITY OF 112 18.23' 366750.75 1302399.22 TOP OF CAP GUEST DOCK 2 yLr J 7` 0 EVERETT STANDARD PLAN 716. 113 - 366710.92 1302398.40 TOE OF RAMP, TOP OF DECK, MATCH EXISTING / ©4'tt 1 "ONE WAY" SIGN PER MUTCD STANDARD DETAIL 114 -- 366695.68 1302413.03 TOE OF RAMP, TOP OF DECK, MATCH EXISTING i o ® R6-2 AND INSTALLATION PER CITY OF EVERETT -- / 1, 115366681.80 1302427.48 RELOCATED FIRE HYDRANT / W STANDARD PLAN 716. ARROW POINTS NORTH. I �t 1 • 116 18.00' 366751.35 1302383.85 TOP OF CAP, MATCH EXISTING 1/ �� n "LOAD LIMIT 100 PSF" SIGN PER MUTCD 117 -- 366735.98 1302384.62 TOP OF DECK, MATCH EXISTING / EXISTINGI 0 STANDARD DETAIL R12-1. / DRIVEWAY a 118 -- 366775.86 1302426.72 EDGE OF PLANTING STRIP, MATCH EXISTING J EXISTING O "NO MOTOR VEHICLES" SIGN PER MUTCD 119 -- 366810.07 1301968.88 EXISTING CONCRETE CAP, MATCH EXISTING / O SPRINKLER D= 5 STANDARD DETAIL R5-3 AND INSTALLATION jf CABINET I W 120 366807.72 1302053.41 EDGE OF GRAVEL SLOPE z PER CITY IF EVERETT STANDARD PLAN 716. f LAN SCAPE I O 121 -- 366802.60 1302178.29 EDGE OF GRAVEL SLOPE j 0 122 -- 366794.18 1302384.59 EDGE OF GRAVEL SLOPE /7/ / f ISLAND / / / • r s f 0 S PLAN - SCALE IN FEET f� IF THIS DRAWING IS NOT zlI 2oaI t6- 22"x34" SCALE ACCORDINGLY. ‘6---------.R- K I _ PROJECT ENGINEER: SCALE: PORT OF F E V E R E T T 'WG. NO. o PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED C1.01 a Porto PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE ` CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. °� �"\ DESIGNED BY: DATE: SEINER WHARF SEGMENT D St ,o 1736 Fourth-Avenue S.,Suite WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT. ' �'�j , C. WVIEST JUNE 13, 2016 CIP NO. 2-0-023-01 �,�� ® I © I © Seattle,Washington 98134 - THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF '�� -;� J/' PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 C DRAWN BY: CHECKED BY: _N P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY - - -T . ENGINEERS,INC. www.pnaen R AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN mop o 39312,e 2� G. DEAN T. BELSICK PROJECT MR-CM-2016-06 N "/ P.O.BOX 538 ginee..com / NP ROYVMANNEOR THAT WOULD ONSTITUTE ARE ALSO A NOT TRIMONBE USED �SS70NA1.��G` APPROVED BY: SEGMENT D NO. EVERETT,WA 98206 n06/13 16 1B ISSUED FOR BID AND CONSTRUCTION 2 (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (o/IS/jb CIVIL SITE PLAN SHEET NO. 47 OF 71