1410 SEINER DR FISHERMAN JACKS 2025-08-21

' R/W R/W R/W ..�— R/W R/W —,-- R/W R/W R/W R/W •• R/W R/W A8 Roof Drain Point of n `� Connection is existing \\\\\\\\\ Fisherman's Harbor J A Stormwater System SEINER DRIVE 5+50 6+00 6+50 7+50 8+00 I. — — — — — — — — — — — — — — — — — — — — - x � xx�x x �x—x—x�x ,f 1 2� 3 ro 4 07 O n 6 7 .8 9 o� ono oo I� a� 01 12 10 ; 0 0 + R/ — 17 1»�� 14 _ _ o _ R—x—BRav —X—r� V( — — + + +++ 16J F: + 21 3 °• � 22 PACIFIC RIM3L PLAZA Tx ..aid ,42 _ DOOR LOCATION, - - 124 SEE ARCHITECTURAL - 126 %127 EL: UILDIN ' ��% A8 BUILDING (II \ FFE 19.51' DOOR LOCATION, \ - _ —� RIM SEE ARCHITECTUR D `18 --SEE LANDSCAPE FOR - EL:19.40' EL:19.51' �19 CONCRETE SCORE rAND JOINT CONTROL PATTERN i NOTES 171 PLANTING AREA, TYP. SEE LANDSCAPE CEMENT CONCRETE SIDEWALK PER CITY OF EVERETT PLAN NO. 312, PROVIDE WIRE MESH, THICKENED CONCRETE EDGE TO BE PROVIDED ALONG BACK OF SIDEWALK WHEN ALIGNED WITH THE RIGHT OF WAY 000 STRUCTURAL FILL, TO BE HYDROSEEDED SEE LANDSCAPE DRAWINGS CRUSHED SURFACING TOP COURSE 1-1 EXISTING HMA 1-1 EXISTING CONCRETE SEE SHEETS C1.02 AND C2.03 FOR DESIGN SECTIONS. M 3 40 \ 41 GRADE BREAK 42-\ FILL SLOPEi ADA RAMP AND HANDRAIL H 1V MAX 20\ --- — — — — — — — — — — — — — —J _--73---- 7-100 _o o c 101 0 0 0 0 + + -93j p o 0 0 +95 96 + +98 75, 102 + 103 104- + 105 106 ' + .94 + 139 46. 47i 48 - 44 �50_--5 —_ M 1 137,'1138 97 X45_ 52, EXISTING ESPLANADE, LIMITS OF WORK TEMPORARY CONSTRUCTION FENCE LIGHTING PLINTH, MAINTAIN A MIN 10-FT SEE ELECTRICAL CLEAR FROM GUARDRAIL G11FST nnCK 5 ❑A8 - Sub -basin 1 = 7475 SF / New Hardscape Discharges to Central Marina ❑A8 - Sub -basin 1 = 2877 SF / Esplanade Wall Discharges to Central Marina A8 - Sub -basin 3 = 8448 SF / Building Roof Drain - Conveyed to Fisherman's Harbor A - Stormwater System A8 - Sub -basin 4 = 3039 SF / Sidewalk Site Runoff - Conveyed to Fisherman's Harbor A - Stormwater System PLAN SCALE IN FEET 20 0 20 40 12+ 1 LEGEND R/W RIGHT OF WAY PROPOSED _ CENTERLINE LIMITS OF WORK Ss SANITARY SEWER 7�FM SANITARY SEWER FORCE MAIN SD STORM DRAIN w WATER SYSTEM EXISTING FIRE HYDRANT UTILITY L STUB OUTS x TEMPORARY CONSTRUCTION FENCE PROPOSED CONTOUR EXISTING CONTOUR XX GRADING POINT, NUMBER 0 —X X X X X X— C l� � 1 7—r-1160117t�Fr118-1_20e�68F 14- + ACTIVITY FLOAT P N D - 9/8/21 A8 Stormwater Basin Plan Review J Port o, f 1 ° EVERETT n y P.O. BOX WA EVERETT, WA 98206 (425) 259-3164 © ® �TM 1736 F—ffi Aveaue S. SuireA • Sea e,W'ahnbnon98134 P. 206.624.1387 ENGINEERS, INC.—padavginears. QQ 7�27�21 JBK 100% ISSUED FOR BID PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN INANYMANNER THAT WOUAL FROM HIND. LD CONSTITUTE WINGS ARE ALSO DETRIMNOT ENT USED DIRECTLY OR INDIRECTLY TO BIND. �,�1 BRUCF '��" oc.. ~P c �s 4 A v , vF 32789 �o �"' FSS�ONALPE��` �Lj/„�j� PROJECT ENGINEER: J. KEISER SCALE : NOTED PORT OF EVERETT DWG. No. C2.01 DESIGNED BY C. WIEST DATE - JULY 2021 (� _ WPC v FISHERMAN'S HARBOR COMMERCIAL DEVELOPMENT PARCEL A8 GRADING PLAN CIP NO. 5-0-012-01, 6-8-009-01 BRAWN BY: G. DEAN CHECKED BY: C. CASTONA PROJECT NO. PD-WP-2021-04 APPROVED BY: NO. DATE BY REVISION SHEET NO. 16 OF 93