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TYPICAL 6" <br />CONCRETE SIDEWALK, <br />VARIES <br />3/8" THK JOINT FILLER <br />WITH JOINT SEALANT, <br />FULL DEPTH <br />X x X <br />/ <br />COE TYPE <br />E-1 CURB <br />WITHOUT CHAMFER <br />4" CSBC <br />6" <br />4"CSBC <br />VARIES EXISTING SEE TYPE 1 OR TYPE 2 VARIES <br />SEE PLANS ESPLANADE WALL DETAIL. CONSTRUCT SEE PLANS <br />PER PLAN. <br />TOP OF WALL CHAMFER TOP TOP OF WALL <br />19.35', TYP. I EDGE 1", TYP. 19.35', TYP. <br />SOIL PREPARATION, <br />SEE LANDSCAPE <br />9 <br />III —III III III —III <br />3/8" THK JOINT FILLER <br />WITH JOINT SEALANT, <br />—III—III N0. 4 BAR —III—III <br />FULL DEPTH <br />III II® 12" O.C. <br />111 <br />°° <br />III —III III <br />III —III 1No. 61BAR- <br />° <br />a ° <br />TOP OF BACK OF <br />—III ® 12" O.C. <br />g <br />WALK (TB o <br />_III <br />IIIIII-III III -III_ <br />=III <br />o <br />17.62', TYP. T <br />N <br />o 0 <br />6„ 2'-2„ 6„ <br />MIN. <br />A ESPLANADE WALL SECTION — TYPE 1 <br />C2.02 SCALE: 1 1/2" = 1'-O" <br />VARIFC <br />EXISTIN <br />GRAD <br />1,- fi„ <br />SOIL PREPARATION, <br />SEE LANDSCAPE <br />TYPICAL EXISTING <br />CONCRETE SIDEWALK ESPLANADE <br />WIDTH PER PLAN* <br />CHAMFER TOP <br />EDGE 1". TYP. <br />FIIIIIII—III 3/8" THK JOINT FILLER <br />IIIIIIIII—III IIIIII—III WITH JOINT SEALANT, <br />IIIIIIIII—III— No. 4 BAR —III " . FULL DEPTH <br />III III III <br />IIIIII—III ® 121 OiC. IIIIIIIIIIIIIIIIIII I I IIIIIIIIIIIIIII—III TOP OF BACK OF <br />_ No. 6 BAR WALK (TBW) IIIIII—III—® 12° O.C. =III ° . 17.62', TYP. <br />11 111 111 111 111 111 <br />— X— X— X X — X X X X <br />� �v w/vv/vv/vv/vv/vv/vv/vv/vv/vv/vyvyvv/vv/vv/vyvyv <br />ji <br />s" <br />4"CSBC <br />6„ 2'-2" --—I <br />MIN. <br />NOTE: <br />g ESPLANADE WALL SECTION — AT BENCH *SIDEWALK SECTION WIDTH VARIES PER THE <br />CONCRETE SEAT WALL SECTION, SEE LANDSCAPE <br />C2.02 SCALE: 1 1/2" = 1'-0" L1.05 FOR SEAT WALL DETAILS. <br />R" VARIFC FXICTlMr <br />ESPLANADE WALL SECTION — TYPE 2 <br />o <br />(V <br />'2 C2.02 SCALE: 1 1/2" = 1'-0" <br />a IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <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 />�,�1 BROCF <br />'��" ac.. <br />~P c �s <br />J. KEISER <br />NOTED <br />C2"03 <br />DESIGNED BY <br />DATE - <br />(� _ <br />WPC FISHERMAN'S HARBOR <br />CIP NO. 5-0-012-01, 6-8-009-01 <br />J <br />° <br />© ® �TM 1736 Foxed, Aveaae S. Sit, <br />sea e,Wuhngroa98134 <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />4 A <br />C. WIEST <br />JULY 2021 <br />v <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. www.padeagiaeers.cam <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVALA SAO NOT TOENTE USED <br />P ROYV L FROR <br />, vF 32789 �o � <br />Fss/oNALPE��` <br />G. DEAN <br />C. CASTONA <br />PARCEL A8 <br />APPROVED BY: <br />y P.O. BOX 538 <br />EVERETT, 98206 <br />QQ <br />]/2]/21 <br />JBK <br />100i ISSUED FOR BID <br />THAD. WDRAD CONSTITUTE <br />18 <br />—3 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO BIND. <br />GRADING <br />GRADING DETAILS <br />N0. <br />DATE <br />BY <br />REVISION <br />SHEET N0. OF 93 <br />