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777\�\ 7777 <br />co . � 00 4 00 n 6 7 '8: 9. <br />1 2v cor a rn <br />10 <br />+ + F = DOOR LOCATION, <br />+++ R/ 17 _ I 14 1 9 R/-�iE�--� *---N R w — — <br />+ \ + + 124 SEE ARCHITECTURAL — — — 126 — i 1 27 /� 0 \\ <br />+ g+++6I EL:19.51' <br />+++2+ A8 BUILDING 4 GRADE <br />23 i ++ { FIFE: 19.51' 36 BREAK \� <br />1 — _ DOOR LOCATION, �0 } <br />RIM SEE ARCHITECTURAL 87Y. <br />25 1 B_ —SEE LANDSCAPE FOR EL:19.40' EL:19.51' / <br />19 -SEE <br />SCORE PATTERN I 35 <br />LIMITS OF WORK 'TEMPORARY CONSTRUCTION FENCE <br />GUEST DOCK 5 <br />NOTES <br />171 PLANTING AREA, TYP. SEE LANDSCAPE <br />CEMENT CONCRETE SIDEWALK <br />PER CITY OF EVERETT PLAN NO. 312, <br />PROVIDE WIRE MESH, THICKENED CONCRETE EDGE <br />TO BE PROVIDED ALONG BACK OF SIDEWALK <br />WHEN ALIGNED WITH THE RIGHT OF WAY <br />D STRUCTURAL FILL, TO BE HYDROSEEDED SEE o <br />LANDSCAPE DRAWINGS <br />CRUSHED SURFACING TOP COURSE <br />1-1 EXISTING HMA <br />1-1 EXISTING CONCRETE <br />SEE SHEETS C1.02 AND C2.03 FOR DESIGN SECTIONS. <br />EXISTING ESPLANADE, <br />LIGHTING PLINTH, MAINTAIN A MIN 10-FT <br />SEE ELECTRICAL CLEAR FROM GUARDRAIL <br />PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />LEGEND <br />—Z ® <br />R/W <br />RIGHT OF WAY <br />_ <br />PROPOSED <br />CENTERLINE <br />LIMITS OF WORK <br />Ss <br />SANITARY SEWER <br />F\ <br />7�FM <br />SANITARY SEWER <br />FORCE MAIN <br />SD <br />STORM DRAIN <br />w <br />WATER SYSTEM <br />EXISTING FIRE <br />HYDRANT <br />x <br />UTILITY <br />I <br />L <br />STUB OUTS <br />x <br />X <br />TEMPORARY <br />CONSTRUCTION FENCE <br />I <br />PROPOSED CONTOUR <br />x <br />II <br />EXISTING CONTOUR <br />Al <br />II <br />GRADING POINT, NUMBER <br />x <br />L <br />0 <br />X-X <br />\ <br />0 0 <br />069 <br />111 0 0 0 115��1160117 118'120 <br />68� 67 <br />+ +109 <br />+1,10, <br />112+ 113 + +114+ + + <br />+ + + <br />+ + + <br />+ ?65 <br />58 59 . <br />X X= <br />62 <br />6 19 122°66 ; <br />4 <br />70 <br />X <br />ACTIVITY FLOAT <br />J Port o, f <br />1 <br />° EVERETT <br />n <br />y P.O. BOX 538 <br />EVERETT, WA 98206IN <br />(425) 259-3164 <br />© ® �TM 1736 F—ffi Aveaue S. Sit, <br />• Sea e,W'ahnbnon98134 <br />P. 206.624.1387 <br />ENGINEERS, INC. —pads ginears. <br />QQ <br />]�2]�21 <br />JBK <br />100i ISSUED FOR BID <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVALNOT <br />P ROYV L FROM HIND. <br />THAT WOULD CONSTITUTE ALSO <br />DETRIMENTTOBE USED <br />DIRECTLY OR INDIRECTLY TO BIND. <br />�,�1 BRUCF <br />'.�" oc.. <br />~P c �s <br />4 A <br />v <br />,,, vF 32789 �o � <br />FSS�ONALPE��` <br />�Lj/„�j� <br />PROJECT ENGINEER <br />J. KEISER <br />SCALE <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />C2.01 <br />DESIGNED BY <br />C. WIEST <br />DATE - <br />JULY 2021 <br />(� _ <br />W P v FISHERMAN'S HARBOR <br />COMMERCIAL DEVELOPMENT <br />PARCEL A8 <br />GRADING PLAN <br />CIP NO. 5-0-012-01, 6-8-009-01 <br />BRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />NO. PD-WP-2021-04 <br />APPROVED BY: <br />NO. <br />I DATE <br />0Y <br />REVISION <br />FSHEET NO. 16 OF 93 <br />