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SE 1/4, SEC 24, T28N, R4E a5MPN CHANNELIZING DEVICE SPACING (FEET) <br /> TANGENT TAPER MPH <br /> I I •�j I80 40 50/ <br /> i3PEE� <br /> 1 mj o `� <br /> I I I 6 35 45 <br /> �Te►I$eM o 20 /30 <br /> MINIMUM TAPER LENGTH (L) IN FEET <br /> r I POSTED SPEED (MPH) LANE <br /> WIDTH <br /> I I i 70 65 60 55 50 45 40 35 30 25 FEET <br /> j + 1 550 500 450 265 205 150 105 10 <br /> � rpt <br /> 660 605 550 495 295 225 1 165 115 11 <br /> I � 840 1 780 720 660 600 540 320 245 1 180 120 12 <br /> � I <br /> N I <br /> — — _°s3C SIGN SPACING = X (FEET) (1) <br /> s1500+r _ <br /> ;zIss o ll I FREEWAYS & EXPRESSWAYS 55/70 MPH (OR AS <br /> PER <br /> _ I • .,.,r <br /> !moi RURAL HIGHWAYS 60/65 MPH 800+/— <br /> E1 — <br /> � as MPN� ,�,.,,��. •�� RURAL ROADS 45/55 MPH 500+/— <br /> SS ss <br /> 1 : _ <br /> V/ �)N by SS�— 493_1 // _ I RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350+/- <br /> 13 13 <br /> I i A I I <br /> OHII—OHW OH' - I Iy FREEWAYS & EXPRESSWAYS 25/30 MPH 200+/— (2) <br /> FREEWAYS & EXPRESSWAYS 25 MPH OR LESS 100+/— (2) <br /> ry <br /> \PINE <br /> ROADNE LAN BE / r I ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. <br /> WORK ROAD PREPAR ® gg9l i �I <br /> EL AHEAD AHEAD OST> (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, <br /> ..«.• g l l• J AT—GRADE INTERSECTIONS, AND DRIVEWAYS. <br /> 1 II ®I I x (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. <br /> I �I• ® i I � xl <br /> 0 <br /> (9 9" I&LE e i i oll I GENERAL NOTES <br /> 226 108TH ST �" e IM , <br /> a <br /> 17 I/ Iz 1. CONTRACTOR SHALL SUBMIT DETAILED SITE SPECIFIC <br /> -. <br /> J! ilITRAFFIC CONTROL PLANS TO CITY OF EVERETT FOR <br /> o �I'K I APPROVAL PRIOR TO BEGINNING WORK. <br /> u <br /> J w <br /> mSri <br /> 2. WORK HOURS SHALL BE COORDINATED BY THE <br /> z a e a NI I o CONTRACTOR. <br /> Q <br /> -p--• I y `I ®� �i _ _ _ 3. RELOCATE BUS STOP AS SHOWN. <br /> ®► - Cn..to�f dere* Tia+, l s days <br /> o \ e t ,y LEGEND <br /> Yer►. S 6 re/OCa II D„. <br /> I I <br /> U) .-t„l. I ! 1, r CLASS B SIGN <br /> t9 <br /> z <br /> � III <br /> I I 4 CONE <br /> BUS <br /> r <br /> FLAGGER <br /> STOP 13 <br /> oI A N WORK AREA <br /> 3 I I <br /> o I I <br /> w " BE <br /> I _ <br /> w PREPARED I a/1���� <br /> a TO STOP �f <br /> F Cs N <br /> D- RIM-497.20 I <br /> Q IE 12"CMP N=495.55 ONE LANE <br /> U �— IE 12"CONC Ee495.50/I ROAD <br /> p IE 12"CMP 9=495.40 --� <br /> Q IE 12"CONIC SO <br /> C 495.40 I so AHEAD <br /> U � BOTTOMOM-49A:20 <br /> z <br /> w <br /> w <br /> FOUND CONCRETE �fI WQR1� - - - - B 0 B 16 <br /> Z MON IN CASE I _ AHEAD — <br /> wDowty o.70' I ; HORIZONTAL SCALE IN FEET <br /> In <br /> C7 <br /> Q PLAN CHECK BY DATE O MALS W1609 JOB NO. <br /> W PERMIT SET ��\�'` �9`o LDERWOOD <br /> TRANSMISSION MAINS 1 AND 2 W1609 <br /> LL AIR-VALVE REPLACEMENT SHT 15 TCP <br /> z WATER & WASTEWATER <br /> NOT FOR CONSTRUCTION �0 40394 �� DISTRICT AIR-VALVE 816-001 OF <br /> o TF RE.—I , .� <br /> g DATE N0. REVISION BY SSIONAL ENG 3RD AVE SE BY 226 108TH ST SE 25 <br />