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CONTRACTOR TO <br />MAINTAIN AND <br />KEEP EXISTING <br />PAVEMENT SWEPT <br />BEGIN INTERIM <br />JSTRUCTION ACCESS <br />A6L: 0+40.00 <br />o <br />0 <br />BEGIN ALIGNMENT <br />A6L: 0+00.00 <br />uD <br />SDL:11+38.64 <br />+ <br />O1 <br />EXISTING <br />SEINER DRIVE (SDL) <br />MATCH EXISTING <br />PAVEMENT <br />o <br />+, <br />EXISTING <br />PAVEMENT <br />NOTE: CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION AND <br />MAINTENANCE <br />OF THE ENTRANCE AND PROCURING AND INSTALLING ECOLOGY <br />BLOCKS. <br />28 <br />NTERIM <br />CONSTRUCT N ACCESS <br />A6L ALIG ENT <br />z <br />CONSTRU ION ENTRANCE <br />ROCK PA ER <br />EVERETT <br />STANDARD PLAN 201 <br />BY OTHERS <br />END INTERIM <br />CONSTRUCTION ACCESS <br />A6L:0+74.5 <br />END ALIGNMENT <br />° ®® A6L.0+84.5 <br />II 14 <br />o <br />0 <br />w <br />Z <br />w <br />rn , <br />o, <br />PLAN <br />SCALE IN FEET <br />20 <br />0 20 40 <br />--_MATCH EXISTING <br />GRADE <br />Z� EXISTING <br />GRADE <br />ECOLOGY <br />BLOCK, TYP. <br />DRIVEWAY <br />CULVERT <br />28 <br />26 <br />N.I.C. <br />I CONTRACT WORK <br />26 <br />T <br />TT <br />T <br />T <br />TT T <br />TT <br />TT <br />24 <br />24 <br />_LL_LL <br />L_I_L-f_I_LL_I_L <br />LL_LL <br />22 <br />INTERIM <br />CONSTRUCTION <br />I I <br />ACCESS <br />1 <br />22 <br />y <br />o <br />A6L ALIGNMENT <br />PROFILE GRADE <br />Ll <br />m <br />20 <br />0 <br />C, <br />y CD <br />w n N <br />20 <br />0 <br />0fnw <br />H J m <br />EXISTING <br />SEINER DRIVE (SDL)I <br />a a w— <br />T <br />T T <br />T T <br />18 <br />18 <br />_LL- <br />LL <br />--L <br />_I_LL <br />_L <br />LL_L <br />E <br />16 <br />GRADE <br />SDL GRADE <br />EXISTING <br />GRADE <br />16 <br />14 <br />14 <br />LEGEND <br />R/W RIGHT OF WAY <br />— - — PROPOSED CENTERLINE <br />CONSTRUCTION ENTRANCE <br />0 HMA STREET SECTION <br />25, <br />INSTALL DRIVEWAY CULVERT <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />25 EXISvNG ROAD \ Tp, <br />c9 <br />PERMEABLE BALLAST TYPICAL SEE <br />WSDOT STANDARD SPECIFICATION <br />SECTION 9-03.9(2) <br />\ <br />1' MIN. <br />DEPTH <br />TYPICAL <br />PLACE CONSTRUCTION GEOTEXTILE FOR SOIL <br />STABILIZATION FROM THE EDGE OF THE EXISTINGJ PROVIDE FULL WIDTH OF <br />ROADWAY TO THE CONSTRUCTION ENTRANCE, INGRESS/EGRESS AREA <br />OR AS DIRECTED BY THE ENGINEER 24' MIN <br />CONSTRUCTION <br />ENTRANCE ROCK PAD <br />ISOMETRIC VIEW <br />PER CITY OF EVERETT STANDARD PLAN 201 <br />-0+50 0+00 PROFILE 1+00 1+50 <br />a IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1H:1OV <br />n <br />PROJECT ENGINEER <br />SCALE <br />PORT OF EVERETT <br />DWG. NO. <br />Port o, f <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 />`,� BRUCF <br />'�[" oc.. <br />c is <br />J. KEISER <br />NOTED <br />D1.03 <br />DESIGNED BY <br />DATE - <br />_ <br />WPC FISHERMAN'S HARBOR <br />CIP NO. 5-0-012-01, 6-8-009-01 <br />° <br />© ® ©'" 1736F-1,AvenueS.Sure A <br />Sea e,Wahnbrton98134 <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />�" `P <br />C. WIEST <br />JULY 2021 <br />BRAWN BY: <br />CHECKED BY: <br />1 <br />EVERETT <br />P. 206.624.1387 <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />v <br />COMMERCIAL DEVELOPMENT <br />PROJECT <br />NO. PD-WP-2021-04 <br />n <br />ENGINEERS, INC. —pads gineare. <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />, RF 327a9 �o � <br />FS ois.eP <br />G. DEAN <br />C. CASTONA <br />PARCEL A8 <br />APPROVED BY: <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />D <br />7/27/21 <br />JBK <br />100% ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />�� <br />S1 ONpL <br />SHEET NO. 10 of 93 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />INTERIM CONSTRUCTION ACCESS PLAN AND PROFILE <br />N0. <br />DATE <br />BY <br />REVISION <br />