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. SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> 12' <br /> of-2' 2' 2' 2' o <br /> z z <br /> g 3"X3" KATEBOARD g 1" 45• CAMFER <br /> In CUTS a fti:, <br /> 4" COMPACT DEPTH HMA CL. y2 IN. PG 64-22. t 2�' ,� <br /> O3 6" GRAVEL BORROW �L <br /> p4 CEMENT CONCRETE CURB AND GUTTER TYPE A-1 TOE KICK <br /> PER PER C.O.E. STANDARD PLAN 305A. TOE KICK <br /> STAGGERED AND RANDOM 5" AND 3" 8° CSBC <br /> OCEMENT CONCRETE SIDEWALK PER C.O.E. STANDARD CEDAR ARCHITECTURAL GRADE <br /> PLAN 306. CONCRETE LINER FINISH 3" TOE <br /> © 2" CSBC COMPACTED TO 95% MAX DENSITY. <br /> ARCHITECTURAL 20" TALL X 14" WIDE <br /> CEDAR FINISH SEAT WALL DETAIL <br /> NTS <br /> q. ROW <br /> VARIES 5• _ Gf VARIES <br /> 27.3'-38.5' 0'-10.3' <br /> VARIES — 0 5' <br /> a �2'-15 <br /> E 3 <br /> °. <br /> EXISTING <br /> m I MATCH EX. ■ 1.5% 2� GROUND <br /> 9 ---------i— ------------- _�>_.rt �� '•I <br /> O O 0 <br /> E. —1 4" <br /> 75TH ST SW TYPICAL SECTION NON—METALJC <br /> STA 56+80-62+50 FENCE <br /> N.T.S. <br /> 7"x12" CONCRETE MO <br /> z CURB ALONG SOUTH <br /> E PROPERTY EDGE <br /> 12r 3" 4" <br /> EXPANSION JOINTS <br /> O WITH TOOLED JOINT (TYP) <br /> il� II <br /> • BROOM FINISH GUTTER WITH �6"y�6"y FLOW LINE do 2' .■■■ w 12" <br /> LONGITUDINAL LOW UNE •GRADE POINT <br /> o ALONG FLOW LINE I _�_ <br /> 1/2" RADIUS (TYP) �1■■�0, <br /> y 6' Z' SAWCUT CONTRACTION <br /> o JOINTS (TYP) NON—METALIC FENCE SECTION <br /> I .....II2' I <br /> 1 I— 12' 0.G. MOW STRIP DETAIL <br /> E NTS <br /> o MATCH PLAN VIEW <br /> • ROADWAY • 10" 4" CEMENT CONCRETE SIDEWALK WALKWAY NOTES: <br /> o :SLOPE 1. CONCRETE TO BE STANDARD GREY COLOR WITH <br /> . MEDIUM BROOM FINISH. ' <br /> ' < - 2 CRUSHED SURFACING <br /> BASE COURSE 2. CONTRACTION JOINTS SHALL BE 3/16" WIDE BY 1/2" <br /> - ti"7v 1" '�`- 9 DEEP SAWCUT JOINTS. <br /> 1.1�1�1�1�1�1��/ <br /> 3. EXPANSION JOINTS SHALL USE PREMOLDED JOINT CALL 2 BUSINESS DAYS BEFORE YOU DIG 1�12" -1 `GRADE POINT IS DEFINED AS CENTER SECTION VIEW FILLER PER WSDOT STD PLAN F-30.10-01 WITH <br /> OF GUTTER BEFORE 1" DEPRESSION TOOLED FINISH (DETAIL E) 1 800 424 5555 DNA tr88 <br /> Pr <br /> CEMENT CONC. VALLEY GUTTER DETAIL CONCRETE WALKWAY DETAIL UTILITIES UNDERGROUND LOCATION CENTER <br /> v. N.T.S. N.T.S. <br /> COMMUNITY TRANSIT Drawing No. <br /> "' Perteet Drawn By °°`° �m` PD2 <br /> o�'—�o � 75%SUBMITTAL Des9ned By 9/27/16 Had: <br /> 425-252-770011-800-615-9900 COMMUnitytran NOT FOR Checked By Vert <br /> _9/27/i6 — SEAWAY TRANSIT CENTER <br /> 0 - - 2707 Colby Avenue,Suite 900 s,,,,a,1, CONSTRUCTION BC 9/27/16 PAVING, SIGNING Sheet No. <br /> a No. Dote Revision B, Mpg Everett,Washington 98201 Approved By p2011015.023°` & C HAN N E LI ZATI O N DETAILS of Total <br />